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Back cover 8-1/2" 11" 
Application of a Stream-Aquifer Model 

to Monument Creek for Development 

of a Method to Estimate Transit Losses 

for Reusable Water, El Paso County, 

Colorado

By Gerhard Kuhn and L. Rick Arnold

Prepared in coooperation with the

Colorado Springs Utilities, the

Colorado Water Conservation Board, and the 

El Paso County Water Authority

Scientific Investigations Report 2006–5184

U.S. Department of the Interior

U.S. Geological Survey
U.S. Department of the Interior

DIRK KEMPTHORNE, Secretary

U.S. Geological Survey

P. Patrick Leahy, Acting Director

U.S. Geological Survey, Reston, Virginia: 2006

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Suggested citation:

Kuhn, Gerhard, and Arnold, L.R., 2006, Application of a stream-aquifer model to Monument Creek for development of 

a method to estimate transit losses for reusable water, El Paso County, Colorado: U.S. Geological Survey Scientific 

Investigations Report 2006–5184, 111 p.
iii

Contents

Abstract...........................................................................................................................................................1

Introduction.....................................................................................................................................................2

Purpose and Scope .......................................................................................................................................2

Approach................................................................................................................................................5

Description of Study Area ...................................................................................................................5

Acknowledgments................................................................................................................................7

Potential Transit Losses for Reusable Water............................................................................................9

Bank Storage.........................................................................................................................................9

Channel Storage..................................................................................................................................10

Evaporation..........................................................................................................................................10

Transpiration........................................................................................................................................10

Inadvertent Diversion.........................................................................................................................10

Stream-Aquifer Model ................................................................................................................................11

System of Nodes and Subreaches ..................................................................................................11

Model Parameters..............................................................................................................................11

Physical Characteristics...........................................................................................................11

Channel Hydraulics ...................................................................................................................12

Aquifer Hydraulics.....................................................................................................................13

Stage-Discharge Relations ...............................................................................................................14

Model Calibration and Verification ..................................................................................................14

Selection of Streamflow Hydrographs...................................................................................14

Calibration and Verification Results .......................................................................................16

Estimation of Transit Losses.......................................................................................................................16

Bank-Storage Loss .............................................................................................................................16

Bank-Storage-Loss Adjustment Factor..................................................................................19

Return of Bank-Storage Water................................................................................................22

Channel-Storage Loss........................................................................................................................25

Evaporative Loss.................................................................................................................................26

Development of Application Method........................................................................................................28

Summary........................................................................................................................................................31

References Cited..........................................................................................................................................33

Supplemental Information..........................................................................................................................35

Figures

 1. Map showing study reaches along Monument and Fountain Creeks used in 

application of stream-aquifer model for development of transit-loss accounting 

programs ........................................................................................................................................3

2. Map showing Monument Creek study reach and adjacent area used in 

application of stream-aquifer model to estimate transit losses for reusable 

water...............................................................................................................................................4
iv

3–5. Graphs showing:

 3. Monthly average precipitation (A) and air temperature (B) for two weather 

stations in or near the Monument Creek study reach, 1971–2000 ................................6

 4. Selected statistics of daily average streamflow for two stations on 

Monument Creek, water years 1985–2004 ........................................................................8

 5. Monthly streamflow for two stations on Monument Creek, water 

years 1985–2004.....................................................................................................................9

6–18. Graphs showing:7

 6. Relations between streamflow and wave celerity (A) and wave-dispersion 

coefficient (B) for the Monument Creek study reach....................................................13

 7. Actual and estimated stage-discharge relations for station 07103747 

Monument Creek at Palmer Lake .....................................................................................14

 8. Hydrographs of daily average streamflow for selected stations along 

Monument Creek .................................................................................................................15

 9. Recorded and simulated streamflow for selected model-calibration 

hydrographs .........................................................................................................................17

 10. Recorded and simulated streamflow for selected model-verification 

hydrographs .........................................................................................................................18

 11. Ideal streamflow conditions during application of a stream-aquifer model 

to estimate transit losses for transportation of reusable water through a 

subreach ...............................................................................................................................20

 12. Actual streamflow conditions along Monument Creek during transportation 

of reusable water through a subreach ............................................................................21

 13. Ideal 1-day streamflow conditions used to estimate transit losses during 

transportation of reusable water through a subreach..................................................22

 14. Bank-storage losses from stream-aquifer model for selected native 

streamflows and reusable-water flows, and least-squares linear regressions 

between the bank-storage losses and native streamflows for the indicated 

reusable-water flows for subreach MSR12, Monument Creek at Northern 

Reclamation Facility downstream to station 07104905 Monument Creek at

Bijou Street at Colorado Springs ......................................................................................23

 15. Relation between ratio of downstream native streamflow to upstream native 

streamflow and bank-storage-loss adjustment factor for subreach MSR6, 

Monument Creek below Jackson Creek at Upper Monument Regional 

wastewater-treatment facility downstream to station 07103780 Monument

Creek above Northgate Boulevard at U.S. Air Force Academy...................................24

 16. Relation between percentage of bank-storage loss remaining in bank 

storage and recovery-period day .....................................................................................25

 17. Relation between percentage of bank-storage loss remaining in bank 

storage and recovery-period day to be used in transit-loss accounting 

program for the Monument Creek study .........................................................................28

 18. Scatter plots of streamflow and stream width for selected stations used in 

the Monument Creek study and the estimated least-squares relation for all 

stations..................................................................................................................................30

19–33. Graphs showing relation between bank-storage loss and native streamflow 

for selected rates of reusable-water flow for subreach:

 19. MSR1, station 07103747 Monument Creek at Palmer Lake downstream to 

station 07103755 Monument Creek below Monument Lake near Monument...........37

 20. MSR2, station 07107755 Monument Creek below Monument Lake near 

Monument downstream to Monument Creek at Dirty Woman Creek ........................38
v

 21. MSR3, Monument Creek at Dirty Woman Creek downstream to Monument 

Creek at Tri-Lakes wastewater-treatment facility .........................................................39

 22. MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility 

downstream to Monument Creek at Beaver Creek .......................................................40

 23. MSR5, Monument Creek at Beaver Creek downstream to Monument Creek 

below Jackson Creek at Upper Monument Regional wastewater-treatment 

facility ....................................................................................................................................41

 24. MSR6, Monument Creek below Jackson Creek at Upper Monument Regional 

wastewater-treatment facility downstream to station 07103780 Monument

Creek above Northgate Boulevard at U.S. Force Academy.........................................42

 25. MSR7, station 07103780 Monument Creek above Northgate Boulevard at 

U.S. Air Force Academy downstream to Monument Creek at U.S. Air Force

Academy wastewater-treatment facility.........................................................................43

 26. MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment 

facility downstream to Monument Creek at West Monument Creek .........................44

 27. MSR9, Monument Creek at West Monument Creek downstream to Monument 

Creek at Cottonwood Creek...............................................................................................45

 28. MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 

Monument Creek at Pikeview ...........................................................................................46

 29. MSR11, station 07104000 Monument Creek at Pikeview downstream to 

Monument Creek at Northern Water Reclamation facility...........................................47

 30. MSR12, Monument Creek at Northern Water Reclamation facility downstream 

to station 07104905 Monument Creek at Bijou Street at Colorado Springs ...............48

 31. MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs 

downstream to Fountain Creek at confluence with Monument Creek ......................49

32. MSR14, Fountain Creek at confluence with Monument Creek downstream to 

station 07105500 Fountain Creek at Colorado Springs ..................................................50

 33. MSR15, station 07105500 Fountain Creek at Colorado Springs downstream 

to Fountain Creek at Las Vegas Street wastewater-treatment facility ......................51

Tables

1. Streamflow-gaging stations along Monument Creek study reach used in application 

of stream-aquifer model to estimate transit losses for reusable water..............................5

2. Nodes along Monument Creek study reach used in application of stream-aquifer 

model to estimate transit losses for reusable water............................................................11

3. Characteristics of subreaches in the Monument Creek study ...........................................12

4. Recorded and simulated streamflow and differences between the streamflows 

for selected time periods for subreaches in the Monument Creek study.........................19

5. Slopes of relations between bank-storage-loss adjustment factor and ratio of 

downstream to upstream native streamflows .......................................................................24

6. Percentages of bank-storage loss returned to stream and percentages of bankstorage loss remaining in bank storage on each recovery-period day for subreaches 

in the Monument Creek study...................................................................................................29

7. Estimated monthly pan evaporation and estimated daily evaporation for the 

Monument Creek study reach ..................................................................................................30
vi

8. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR1, station 07103747 

Monument Creek at Palmer Lake downstream to station 07103755 Monument 

Creek below Monument Lake near Monument.....................................................................52

9. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet 

per second for selected native streamflows for subreach MSR2, station 07103755 

Monument Creek below Monument Lake near Monument downstream to 

Monument Creek at Dirty Woman Creek................................................................................56

10. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR3, Monument Creek 

at Dirty Woman Creek downstream to Monument Creek at Tri-Lakes wastewatertreatment facility.........................................................................................................................60

11. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet 

per second for selected native streamflows for subreach MSR4, Monument Creek 

at Tri-Lakes wastewater-treatment facility downstream to Monument Creek at 

Beaver Creek...............................................................................................................................64

12. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR5, Monument Creek 

at Beaver Creek downstream to Monument Creek below Jackson Creek at Upper 

Monument Regional wastewater-treatment facility.............................................................69

13. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR6, Monument Creek 

below Jackson Creek at Upper Monument Regional wastewater-treatment facility 

downstream to station 07103780 Monument Creek above Northgate Boulevard

at U.S. Air Force Academy ........................................................................................................72

14. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet 

per second for selected native streamflows for subreach MSR7, station 07103780 

Monument Creek above Northgate Boulevard at U.S. Air Force Academy 

downstream to Monument Creek at U.S. Air Force Academy wastewater-treatment 

facility ...........................................................................................................................................76

15. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR8, Monument Creek at 

U.S. Air Force Academy wastewater-treatment facility downstream to Monument 

Creek at West Monument Creek..............................................................................................80

16. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR9, Monument Creek 

at West Monument Creek downstream to Monument Creek at Cottonwood Creek.......84

17. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR10, Monument Creek 

at Cottonwood Creek downstream to station 07104000 Monument Creek at 

Pikeview.......................................................................................................................................88

18. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR11, station 07104000 

Monument Creek at Pikeview downstream to Monument Creek at Northern Water 

Reclamation facility....................................................................................................................92

19. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR12, Monument Creek 

at Northern Water Reclamation facility downstream to station 07104905 Monument 

Creek at Bijou Street at Colorado Springs..............................................................................96
vii

20. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR13, station 07104905 

Monument Creek at Bijou Street at Colorado Springs downstream to Fountain 

Creek at confluence with Monument Creek ........................................................................100

21. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR14, Fountain Creek 

at confluence with Monument Creek downstream to station 07105500 Fountain 

Creek at Colorado Springs ......................................................................................................104

22. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per 

second for selected native streamflows for subreach MSR15, station 07105500 

Fountain Creek at Colorado Springs downstream to Fountain Creek at Las Vegas 

Street wastewater-treatment facility....................................................................................108

Conversion Factors and Datums

Multiply By To obtain

acre-foot (acre-ft) 1,233 cubic meter 

cubic foot per second (ft3/s) 0.02832 cubic meter per second

foot (ft) 0.3048 meter 

foot per day (ft/d) 0.3048 meter per day

foot per second (ft/s) 0.3048 meter per second 

foot squared per day (ft2/d) 0.09290 meter squared per day 

inch 25.4 millimeter 

mile (mi) 1.609 kilometer 

square mile (mi2) 2.590 square kilometer 

Temperature in degrees Fahrenheit (°F) may be converted to degrees Celsius (°C) as follows:

°C= (°F – 32)/1.8

Vertical coordinate information is referenced to the North American Vertical Datum of 1988 

(NAVD 88).

Horizontal coordinate information is referenced to the North American Datum of 1983 (NAD 83).

Abbreviations, Acronyms, and Definition of Terms

Altitude As used in this report, refers to distance above the vertical datum.

CSU Colorado Springs Utilities

CWCB Colorado Water Conservation Board

EPCWA El Paso County Water Authority

F Fahrenheit

Hydraulic conductivity The capacity of a rock (geologic formation) to transmit water. It is 

expressed as the volume of water at the existing kinematic viscosity 

that will move in unit time under a unit hydraulic gradient through a 

unit area measured at right angles to the direction of flow (Heath, 

1983, p. 12).
viii

Imported water Water that is taken from one basin (watershed) for use in a different 

basin; hence, the imported water is not a natural part of the water 

supply in the basin of use (Radosevich and others, 1976, p. 88–89). The 

cited reference uses the term “foreign water,” but “imported water” is 

used herein.

Native water Surface and underground waters naturally occurring in a watershed 

(Waskom and Neibauer, 2004).

Phreatophytes Plants that depend for their water supply upon ground water that lies 

within the reach of their roots (Robinson, 1958).

Return flow The amount of water that reaches a surface- or ground-water source 

after it has been released from the point of use and thus becomes 

available for further reuse (Waskom and Neibauer, 2004).

Reusable water As used in this report, reusable water is any type of imported water 

(including transmountain water) and incorporates the concepts of 

(1) “re-use” of imported water, or the subsequent use for the same 

purpose as the original use; (2) “successive use” of imported water, or 

the subsequent use for a different purpose; and, (3) the “right of 

disposition,” or the right to sell, lease, exchange, or otherwise dispose 

of imported water return flows (Radosevich and others, 1976, p. 93).

Specific retention The ratio of the volume of water retained in a rock after gravity 

drainage to the volume of the rock (Heath, 1983, p. 8). 

Specific yield The ratio of the volume of water that will drain under the influence of 

gravity to the volume of saturated rock (Heath, 1983, p. 8). 

Station Streamflow-gaging station

Storage coefficient The volume of water released from storage in a unit prism of an 

aquifer when the head is lowered a specific distance. In an 

unconfined (alluvial) aquifer, storage coefficient is virtually equal to 

specific yield (Heath, 1983, p. 28–29).

Transmissivity The rate at which water of the prevailing kinematic viscosity is 

transmitted through a unit width of an aquifer under a unit hydraulic 

gradient. It equals the hydraulic conductivity multiplied by the aquifer 

thickness (Heath, 1983, p. 26). The standard unit for transmissivity is 

cubic foot per day per square foot times foot of aquifer thickness 

[(ft3/d)/ft2] ft. In this report, the mathematically reduced form, foot 

squared per day (ft2/d), is used for convenience.

Transmountain water A type of imported water in which the water is imported across the 

Continental Divide.

USGS U.S. Geological Survey

Water year A continuous 12-month period representing an annual hydrologic 

cycle selected to present data relative to hydrologic or meteorological 

phenomena. The water year used by the U.S. Geological Survey (and 

herein) runs from October 1 through September 30 and is designated 

by the year in which it ends.

WWTF Wastewater-treatment facility
Abstract

The U.S. Geological Survey, in cooperation with 

Colorado Springs Utilities, the Colorado Water Conservation 

Board, and the El Paso County Water Authority, began a study 

in 2004 to (1) apply a stream-aquifer model to Monument 

Creek, (2) use the results of the modeling to develop a transitloss accounting program for Monument Creek, (3) revise the 

existing transit-loss accounting program for Fountain Creek 

to incorporate new water-management strategies and allow for 

incorporation of future changes in water-management strategies, and (4) integrate the two accounting programs into a 

single program with a Web-based user interface. The purpose 

of this report is to present the results of applying a streamaquifer model to the Monument Creek study reach.

Transit losses were estimated for reusable-water flows 

in Monument Creek that ranged from 1 to 200 cubic feet 

per second (ft3/s) and for native streamflows that ranged 

from 0 to 1,000 ft3/s. Transit losses were estimated for 

bank-storage, channel-storage, and evaporative losses. The 

same stream-aquifer model used in the previously completed 

(1988) Fountain Creek study was used in the Monument Creek 

study.

Sixteen model nodes were established for the Monument 

Creek study reach, defining 15 subreaches. Channel length, 

aquifer length, and aquifer width for the subreaches were 

estimated from available topographic and geologic maps. 

Thickness of alluvial deposits and saturated thickness 

were estimated using lithologic and water-level data from 

about 100 wells and test holes in or near the Monument 

Creek study reach. Estimated average transmissivities for 

the subreaches ranged from 2,000 to 12,000 feet squared 

per day, and a uniform value of 0.20 was used for storage 

coefficient.

Qualitative comparison of recorded and simulated 

streamflow at the downstream node for the calibration and 

verification simulations indicated that the two streamflows 

compared reasonably well. No adjustments were made to 

the model parameters. Differences between recorded and 

simulated streamflow volumes for all calibration and verification simulations ranged from about –8.8 to 7.5 percent; the 

total error for all simulations was about –0.7 percent.

The model was used to estimate bank-storage losses for 

10 to 15 native streamflows for each reusable-water flow of 1, 

3, 5, 7, 10, 15, 20, 30, 40, 50, 100, and 200 ft3/s. Then the 10 

to 15 bank-storage loss values were used in least-squares linear regression to estimate a relation between bank-storage loss 

and native streamflow for each of the 12 reusable-water flow 

rates. The 12 regression relations then were used to develop 

“look-up” tables of bank-storage loss for reusable-water flows 

ranging from 1 to 200 ft3/s (in 1-ft3/s increments). Additional 

model simulations indicated that (1) when the ratio of downstream native streamflow to upstream native streamflow was 

less than 1, bank-storage loss generally increased and (2) when 

the ratio of downstream native streamflow to upstream native 

streamflow was larger than 1, bank-storage loss generally 

decreased. These results were used to develop a bank-storage 

loss adjustment factor based on the ratio of native streamflow 

at the downstream node to native streamflow at the upstream 

node. The model also was used to estimate a recovery period, 

which is the length of time needed for the bank-storage loss 

to return to the stream. The recovery period was 1 day for six 

subreaches; 2 days for four subreaches; between 3 and 12 days 

for four subreaches; and 28 days for one subreach.

Channel-storage losses are about 10 percent of the 

reusable-water flow for most of the subreaches, except for two 

subreaches, where the channel-storage losses are about 20 percent, and one subreach, where the losses are about 30 percent, 

owing to the greater channel lengths. Evaporative losses were 

estimated by the use of monthly pan-evaporation data and 

the incremental increase in stream width resulting from any 

reusable-water flows. Monthly pan-evaporation data were converted to a daily rate. The daily rate, when multiplied by the 

stream-width increase (in feet) that results from reusable-water 

flow and by the subreach length (in miles) gives the daily 

evaporative loss in cubic feet per second.

Application of a Stream-Aquifer Model to Monument 

Creek for Development of Methods to Estimate Transit 

Losses for Reusable Water, El Paso County, Colorado

By Gerhard Kuhn and L. Rick Arnold
Introduction

In 1988, the U.S. Geological Survey (USGS), in cooperation with Colorado Springs Utilities (CSU), completed a 

study to develop a method to estimate transit losses for return 

flows of transmountain water (hereinafter, “reusable water”) 

discharged into Fountain Creek at the CSU Las Vegas Street 

wastewater-treatment facility (WWTF) (fig. 1). The study, 

described in detail in Kuhn (1988), used a stream-aquifer 

model to estimate the volume of reusable return flow in 

Fountain Creek at a number of locations along the stream 

reach for a large range of reusable and native discharges. 

Results from applying the stream-aquifer model were incorporated into a FOR­TRAN-based transit-loss accounting program 

(Kuhn and others, 1998). Under Colorado water law, imported 

(reusable) water can be used and reused to the point of extinction if the imported water can be quantified at the point of 

intended reuse (Radosevich and others, 1976). The transit-loss 

accounting program that was developed enabled quantification and, hence, reuse of the reusable return flows at selected 

locations along Fountain Creek. The accounting program has 

been in continual use since April 1989 and has provided a 

tool to effectively administer and manage reusable and native 

streamflow rights along Fountain Creek on a daily basis (Kuhn 

and others, 1998). [Note: See “Abbreviations, Acronyms, and 

Definition of Terms” section for definitions of selected terms 

used in this report.]

Since implementation of the transit-loss accounting 

program, the population of Colorado Springs has increased 

substantially. Primarily because of population growth, the 

Las Vegas Street WWTF operated at 80-percent capacity by 

2001, indicating a need for additional wastewater-treatment 

capacity in the near future (Colorado Springs Utilities, 2004). 

Partly because of recent and estimated future population 

increases in the northern part of Colorado Springs and partly 

because of increased potential to use reclaimed (return-flow) 

water (Colorado Springs Utilities, 2004), CSU is constructing the Northern Water Reclamation Facility (scheduled to 

become operational in 2006) adjacent to Monument Creek, a 

tributary to Fountain Creek, in the northern part of Colorado 

Springs (fig. 1). When completed, the facility will receive 

some of the wastewater currently discharged into Fountain 

Creek at the Las Vegas Street WWTF. Some of the wastewater 

discharged into Monument Creek at the Northern Water 

Reclamation Facility likely will consist of reusable return 

flows. Management of any reusable water discharged into 

Monument Creek at the facility may include transportation 

along Monument Creek downstream to some undetermined 

location; this management requires estimation of transit losses.

In addition, a number of other municipal entities in the 

Monument Creek basin, such as Monument, Palmer Lake, 

and Woodmoor (fig. 1), also either currently (2006) derive a 

portion of their water from reusable sources or in the future 

plan to derive a portion of their water from reusable sources. 

Wastewater return flows from these municipal entities usually 

are discharged into Monument Creek or one of its tributaries. 

Management of any reusable water by these municipal entities 

likely would include transportation of the reusable water along 

Monument Creek downstream to some undetermined location; 

this management also requires estimation of transit losses.

Because no methods are available to reliably estimate 

transit losses along Monument Creek and because of the 

increasing needs to manage and account for native and 

reusable water along Monument and Fountain Creeks, 

the USGS, in cooperation with CSU, the Colorado Water 

Conservation Board (CWCB), and the El Paso County Water 

Authority (EPCWA), began a study in 2004 with the following 

objectives: (1) Apply a stream-aquifer model to Monument 

Creek; (2) use the results of the modeling to develop a transitloss accounting program for Monument Creek, (3) revise the 

existing transit-loss accounting program for Fountain Creek 

to incorporate new water-management strategies and allow 

for incorporation of future changes in water-management 

strategies without significant expenditure of time or money, 

and (4) integrate the two accounting programs into a single 

program with a Web-based user interface that incorporates 

simple and reliable data input that is automated to the fullest 

extent possible.

Purpose and Scope

The purpose of this report is to present the results of 

applying a stream-aquifer model (hereinafter “model”) to 

Monument Creek and a small portion of Fountain Creek 

(fig. 2) (hereinafter, “the Monument Creek study reach”). 

The Monument Creek study reach extends from streamflowgaging station (hereinafter, “station”) 07103747 Monument 

Creek at Palmer Lake downstream to the Las Vegas Street 

WWTF (fig. 2; table 1), which was the beginning point for 

the previously completed Fountain Creek transit-loss study 

(Kuhn, 1988). It is important, however, to remember that 

the Monument Creek study reach includes about 2 mi along 

Fountain Creek from the confluence with Monument Creek 

downstream to the Las Vegas Street WWTF (fig. 2).

Transit losses were estimated and will be applied on a 

daily basis; therefore, average daily streamflow, diversion, 

and return-flow data were used in the analysis. Transit losses 

were estimated for reusable-water flows that ranged from 1 

to 200 ft3/s and for native streamflows that ranged from 0 to 

1,000 ft3/s. Transit losses were estimated for bank-storage, 

channel-storage, and evaporative losses. Results from applying 

the model to the Monument Creek study reach (objective [1]) 

will provide the “building blocks” for developing the transitloss accounting program for Monument Creek (objective [2]).

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Figure 1. Study reaches along Monument and Fountain Creeks used in application of stream-aquifer model for 

development of transit-loss accounting programs.

TELLER COUNTY

FREMONT COUNTY

CUSTER

COUNTY

EL PASO COUNTY

Colorado

Springs

Pueblo

Pueblo

Reservoir

Drainage basin

boundary

C O L O R A D O

DENVER

Pueblo

South Platte River

Colorado River

0 5 10 15 MILES

0 5 10 15 KILOMETERS

Study area

Colorado

Springs

Manitou

Springs

U.S. Air

Force 

Academy

EXPLANATION

Approximate extent of Monument

 Creek alluvium, which is 

 discontinuous for short 

 distances in some locations

25

24

24

li

am

 er

50

50

Incorporated extent for cities of

 Colorado Springs and Pueblo

Mo

Fountain Creek 

study reach

(Kuhn, 1988)

ci

ra

Woodmoor

105°00'

104°30'

39°00'

38°30'

Approximate extent of Fountain 

 Creek alluvium

�

�

�

�

�

�

Arkansas River

m

Jimmy Camp Creek

Fountain Creek

Arkansas River

Monument

Northern Water 

Reclamation

Facility

Monument Creek

Fountain Creek

figure 2)

�25

Fountain nt

Las Veg 

Waste

Treatment

Las Vegas Street 

Wastewater

Treatment Facility Security c

PUEBLO COUNTY

Palmer Lake

Airport

Colorado Springs 

Municipal Airport

(detail shown 

 in figure 2)

Monument Creek 

study reach 

(detail shown 

 in figure 2)

Purpose and Scope 
Figure 2. Monument Creek study reach and adjacent area used in application of stream-aquifer model to estimate transit 

losses for reusable water.

Approximate extent of Monument 

 Creek alluvium, which is discontinuous 

 for short distances in some locations

 (Fountain Creek alluvium in subreaches 

 MSR14 and MSR15)

Node and number (table 2)

Subreach number (table 3)

EXPLANATION

MSR1

MSR8

MSR3

MSR2

MSR4

MSR5

MSR6

MSR7

MSR8

MSR9

MSR10

MSR14

MSR13

MSR12

MSR11

MSR15

MN1

W. Monument

Monument

Bear Creek

Creek

Creek

Creek

Creek

Creek

Creek

Fountain

4 MILES

0 1 2 4 KILOMETERS

0 1 2 3

3

U.S. Air Force

Academy

Monument

Colorado 

Springs

Woodmoor

07104000

07103780

07104905

0

07105500

07103747

MN14

MN11

MN9

MN8

MN10

MN12

MN13

MN15

MN16

MN9

07104000

U.S. Geological Survey streamflow-gaging

 station and number (table 1)

07103790

07103970

07103755

Monument Lake

Palmer Lake

07103990

Pikeview 

diversion

Northern 

Water 

Reclamation

Facility

Las Vegas Street

wastewatertreatment facility

104°51' W 104°47' W

38°52' N

39°04' W

Jackson

BeaverCreek

Cottonwood

Kettle

MN1

MN2

MN5

MN6

MN7

MN4

MN3

07103940 07103940

Monument 

ditch No. 2

Monument 

ditch No. 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Approach

Transit loss in a complex stream-aquifer system, such 

as the Monument Creek study reach (see “Description of 

Study Area” section in this report), can be estimated most 

effectively by use of computer-based models. These models provide the capability to simulate streamflow in a given 

stream and to simulate the interaction of the streamflow with 

an alluvial aquifer with reasonable accuracy. The same model 

developed by the USGS (Land, 1977) and used in the previously completed Fountain Creek transit-loss study (Kuhn, 

1988) was selected for use in the Monument Creek study. This 

model, however, has no provision for computing evaporative 

losses. Therefore, these losses were computed using the evaporation-loss component from another model that has been used 

to estimate transit losses for reservoir releases on the lower 

Arkansas River (Livingston, 1978). Estimation of transit losses 

for Monument Creek consisted of five steps: (1) Identification 

of all potential transit losses and evaluation of applicability 

to the present study, (2) compilation and analysis of data to 

define the physical and hydraulic characteristics of the study 

reach, (3) calibration and verification of the model, (4) estimation of bank-storage and channel-storage losses with the 

calibrated and verified model, and (5) estimation of evaporative losses.

Description of Study Area

The Monument Creek study reach consists of the alluvial 

valleys along Monument Creek and a small part of Fountain 

Creek, from north of Monument downstream to the Las Vegas 

Street WWTF in Colorado Springs (fig. 2); the area is about 

22 mi long and ranges in width from about 100 to 3,000 ft. 

In the study area, the alluvial valleys along Monument and 

Fountain Creeks are bordered by small ridges that rise about 

20 to 100 ft above the valley floor. Altitude in the area ranges 

from about 6,950 ft at Monument to about 5,850 ft at the 

Las Vegas Street WWTF. Climate in the area is semiarid, and 

annual precipitation averages about 22.9 inches at Palmer 

Lake and 17.5 inches at Colorado Springs (Western Regional 

Climate Center, 2005a, 2005b). Precipitation during winter and 

spring is substantially larger at Palmer Lake than at Colorado 

Springs (fig. 3A), owing to the general increase in precipitation 

with increasing elevation. Precipitation during June, July, and 

August is somewhat larger at Colorado Springs than at Palmer 

Lake (fig. 3A), owing to the increased intensity of thunderstorms east of the mountain front. Monthly temperatures are 

similar at both stations but generally are about 5oF less at 

Palmer Lake (fig. 3B), primarily owing to the higher elevation.

The Monument Creek alluvium ranges in width from 

about 0 to 2,000 ft at its widest point at the confluence with 

Fountain Creek (fig. 2). The alluvium generally is less than 

Table 1. Streamflow-gaging stations along Monument Creek study reach used in application of stream-aquifer model to estimate 

transit losses for reusable water.

[A, active; D, discontinued; --, station was established during December, 2005]

Station

number Station name Drainage area (square miles)

Station 

status1

Period of

record2

(water years)

07103747 Monument Creek at Palmer Lake 25.9 A 1977–1990;

2004–2005

07103755 Monument Creek below Monument Lake near Monument 28.3 A --

07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy 81.7 A 1985–2005

07103785 Deadmans Creek above Deadmans Lake at U.S. Air Force Academy 1.55 D 2000–2003

07103790 Monument Creek below sewage treatment plant at U.S. Air Force Academy 122 D 2000–2003

07103800 West Monument Creek at U.S. Air Force Academy 14.9 A 1970–2005

07103930 West Monument Creek at mouth at U.S. Air Force Academy 23.5 D 2000–2003

07103940 Monument Creek at south boundary at U.S. Air Force Academy 150 D 2000–2003

07103960 Kettle Creek above U.S. Air Force Academy 16.0 D 2000–2003

07103970 Monument Creek above Woodmen Road at Colorado Springs 181 A 1997–2005

07103990 Cottonwood Creek at mouth at Pikeview 18.7 A 1986–2005

07104000 Monument Creek at Pikeview 204 A 1976–2005

07104905 Monument Creek at Bijou Street at Colorado Springs 235 A 2003–2005

07105000 Bear Creek near Colorado Springs 6.89 A 1992–2005

07105490 Cheyenne Creek at Evans Avenue at Colorado Springs 21.7 A 1992–2005

07105500 Fountain Creek at Colorado Springs 392 A 1976–2005

1

Station status as of October 1, 2005 (beginning of water year 2006).

2

Records before water year 1970 not included in listed period of record.

Purpose and Scope 
10 ft thick and is discontinuous or absent in a number of 

places along the stream channel; extent of the alluvium is 

largest near the confluence with Fountain Creek and northwest 

of Monument Lake; sediments may be about 20 to 40 ft thick 

in these two locations. From the confluence of Monument 

and Fountain Creeks downstream to the Las Vegas WWTF, the 

Fountain Creek alluvium ranges in width from about 1,000 to 

3,000 ft and the thickness ranges from about 10 to 50 ft 

(Radell and others, 1995).

Monument Creek is incised into Cretaceous- and 

Tertiary-age sandstone and shale bedrock formations along 

most of its length, and the stream commonly flows directly 

across exposed bedrock outcrops (Carroll and Crawford, 

2000; Thorson and Madole, 2003; Thorson and others, 2001; 

Trimble and Machette, 1979). Stream-channel and flood-plain 

alluvium along Monument Creek is composed of Holoceneage sand, gravel, silt, and clay with lesser amounts of pebbles 

and cobbles. Hydraulic conductivity of the Monument Creek 

Figure 3. Monthly average precipitation (A) and air temperature (B) for two weather 

stations in or near the Monument Creek study reach, 1971–2000. [Source: Western 

Regional Climate Center, 2005a, 2005b.]

0

1

2

3

4

5

JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC

0

20

40

60

80

100

TEMPERATURE, IN DEGREES FAHRENHEIT PRECIPITATION, IN INCHES

Palmer Lake

Colorado Springs airport

Maximums

Minimums

A

B

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
alluvium is estimated to range from about 100 to 1,000 ft/d 

with an average value of about 400 ft/d. Several alluvial terrace and sheetwash deposits are present along the margins of 

the incised stream channel. These deposits are estimated to be 

as much as 40 ft thick but generally appear to be hydraulically 

disconnected from the stream-channel and flood-plain deposits 

of Monument Creek and usually are not associated with bank 

storage along the stream. The Quaternary Fountain Creek 

alluvium is composed of gravel and sand and lesser quantities 

of silt and clay and is underlain by the Cretaceous Pierre Shale 

(Jenkins, 1964, p. 15, pl. 2).

Most streamflow in Monument Creek is derived from 

(1) snowmelt runoff from the mountainous headwaters 

(outside the study reach), primarily during April, May, and 

June; (2) rainfall runoff from thunderstorms in the basin, 

usually during May through September; (3) return flows 

from municipal, agricultural, and industrial water use; and 

(4) ground-water discharge from the alluvium to Monument 

Creek (Livingston and others, 1976). Streamflow often is 

highly variable from day to day (fig. 4), especially during 

the summer months when thunderstorms are frequent. The 

statistics of daily average streamflow (fig. 4) are “smoothed” 

values, so the actual day-to-day variability often is greater 

than that shown in figure 4. The sharp increase in the higher 

percentile values near the end of April (fig. 4) are attributable 

to a large storm in the Monument and Fountain Creek basins 

during April 29–May 4, 1999, that resulted in a major flood 

(Stogner, 2000; Edelmann and others, 2002). Average monthly 

streamflow at the Pikeview station generally is about two to 

three times larger than at the Northgate Boulevard station 

(fig. 5), partly owing to the increase in drainage area (table 1) 

and partly owing to the larger urbanized area upstream from 

the downstream station (fig. 2).

Because the stream-channel and flood-plain deposits 

along Monument Creek generally are thin and ground-water 

storage in the alluvium is small, the alluvial aquifer is not 

used extensively for water supply. Fountain Creek and the 

Fountain Creek alluvium were described as being important sources of water (Kuhn, 1988); however, water usage is 

relatively small from the confluence with Monument Creek 

downstream to the Las Vegas Street WWTF. Two streamflow diversions are located along the Monument Creek study 

reach. Monument Ditch No. 2 diverts streamflow at a location 

about 1.25 mi upstream from Beaver Creek (fig. 2); average 

annual diversion was about 243 acre-ft during 1928–2004 

(Colorado Water Conservation Board and Colorado Division 

of Water Resources, 2005). Pikeview diversion diverts 

streamflow at a location about 0.25 mi upstream from 

the Northern Water Reclamation Facility (fig. 2); average 

annual diversion was about 1,210 acre-ft during 1996–2005 

(A.J. Ortega, Colorado Springs Utilities, written commun., 

2005).

Acknowledgments

The governmental agencies (CSU, CWCB, and EPCWA) 

participating in the study described herein are referenced in the 

“Introduction” section; however, a number of individuals associated with these agencies have been highly important during 

the completion of the study as well as during a 2-year planning period prior to the study initiation in 2004. This is true 

in particular for the EPCWA, which is a consortium of many 

water-use and water-management agencies throughout El Paso 

County; these various agencies are not specifically included in 

the list of cooperators. Therefore, the participation of the following individuals in the planning and completion of the study 

described herein is gratefully acknowledged:

Water-use or 

water-management 

agency

Acknowledged persons, 

title, and additional 

affiliation

City of Fountain Ron Woolsey, Water Department;

Larry Patterson, Utility Director

Colorado Center 

Metropolitan District

Al Testa, District Manager

Colorado Department 

of Water Resources

Bill Tyner, Assistant Division Engineer;

Rich Snyder, District 10 Water 

Commissioner

Colorado Springs 

Utilities

Scott Howell, Water-Rights Administrator

Colorado Water 

Conservation Board

Steve Miller, Senior Water-Resource 

Specialist

Donala Water and 

Sanitation District

Dana Duthie, District Manager; also 

Treasurer, EPCWA

El Paso County Cole Emmons, Assistant County Attorney

El Paso County 

Water Authority

Gary Barber, Manager

Forest Lakes 

Metropolitan District

Ann Nichols, District Manager

Fountain Mutual 

Irrigation Company

Gary Steen, Manager

Security Water and 

Sanitation District

Roy Heald, District Manager

Town of Monument Richard Landreth, Department of Public 

Works;

Betty Konarski; Vice President, EPCWA

Triview Metropolitan 

District

Ron Simpson

Widefield Water and 

Sanitation District

Larry Bishop, General Manager; also 

President, EPCWA

John McGinn, JDS Hydro, District 

Consulting Engineers

Woodmoor Water and 

Sanitation District

Phil Steininger, General Manager

The authors also acknowledge the following individuals for their assistance in the completion of this report: 

Scott Howell—CSU (technical review); Katherine Chase—

USGS (technical review); Matt Moix—USGS (technical review); Mary Kidd—USGS (editorial review); and 

Joy Monson—USGS (final manuscript and cover layout).

Purpose and Scope 
Figure 4. Selected statistics of daily average streamflow for two stations on Monument Creek, water 

years 1985–2004.

1

10

100

2

3

5

7

20

30

50

70

200

300

500

1

10

100

2

3

5

7

20

30

50

70

200

300

500

OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT

STREAMFLOW, IN CUBIC FEET PER SECOND

Station 07103780 Monument Creek above Northgate 

 Boulevard at U.S. Air Force Academy

Station 07104000 Monument Creek at Pikeview

90th percentile

75th percentile

Average

Median

25th percentile

10th percentile

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Potential Transit Losses for Reusable 

Water

Potential transit losses associated with transportation of 

reusable water along Monument Creek that were identified 

are bank storage, channel storage, evaporation, transpiration, and inadvertent diversion. A discussion of each of these 

potential transit losses and its applicability to the Monument 

study reach follows. Ground-water withdrawal was a potential 

source of transit loss for the previously completed Fountain 

Creek transit-loss study (Kuhn, 1988) but is not a substantial 

source of transit loss for the Monument Creek study because 

the few wells that have been completed in the northern part of 

the study area are used only for domestic purposes and have 

small pumping capacities.

Bank Storage

In a typical stream-aquifer system, water flows from 

the alluvium to the stream under base-flow conditions. The 

introduction of a water wave in the stream increases the head 

(water level) in the stream to a level greater than the head in 

the alluvium, resulting in either a decrease in the rate of flow 

from the alluvium to the stream or in the flow of water from 

the stream to the alluvium. The flow of water from the stream 

to the alluvium results in bank storage. For this study, the 

water wave results from introduction of reusable water into 

Monument Creek, and the flow antecedent to the water wave is 

native streamflow, including any return flows of native water.

After passage of the water wave, head in the stream 

decreases and bank-storage water returns to the stream when 

the head in the aquifer is greater than the head in the stream. 

Figure 5. Monthly streamflow for two stations on Monument Creek, water years 1985–2004.

0

50

100

150

200

350

400

450

0

3,000

6,000

9,000

12,000

21,000

24,000

27,000

OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT

0

50

100

150

200

250

0

3,000

6,000

9,000

12,000

15,000

MONTHLY STREAMFLOW, IN CUBIC FEET PER SECOND PER DAY

Maximum

Average

Minimum

Station 07103780 Monument Creek above Northgate 

 Boulevard at U.S. Air Force Academy

Station 07104000 Monument Creek at Pikeview

MONTHLY STREAMFLOW, IN ACRE-FEET

Potential Transit Losses for Reusable Water 
However, the rate at which bank-storage water returns to the 

stream is less than the rate at which the water flowed into 

the alluvium. The rate of return initially may be large but 

decreases steadily with time. Therefore, a long period (termed 

“recovery period” in this report) is necessary for the bankstorage water resulting from a given water wave to return to 

the stream. In theory, if the recovery period is sufficiently 

long, virtually all bank-storage loss could return to the stream; 

thus, bank-storage loss only would be a temporary loss. In 

practice, though, it is impracticable to consider long recovery 

periods because the quantities of water in consideration after 

long time periods are too small to measure accurately. Thus, 

some volume of reusable water generally will be permanently 

lost to bank storage.

Any given volume of reusable water in bank storage 

also is subject to three additional potential sources of loss: 

(1) specific retention, (2) evaporation through soil surfaces, 

and (3) transpiration by plants. Specific retention will be discussed here; the other two potential losses will be discussed in 

the “Evaporation” and “Transpiration” sections of this report.

Specific retention of a rock or soil is defined as the ratio 

of (1) the volume of water which a rock or soil, after being 

saturated, will retain against the pull of gravity to (2) the 

volume of the rock or soil (Lohman, 1972; Heath, 1983). Loss 

of bank-storage water to specific retention is a loss that only 

needs to be considered once, and this loss largely has been 

previously fulfilled by the existing streamflows in Monument 

Creek. Release volumes of reusable water will be small in 

comparison to the volume of streamflow in Monument Creek, 

resulting in only small, one-time increases in specific retention losses. Therefore, the specific retention losses for reusable 

water would be small compared to other long-term transit 

losses and will not be considered in this study.

Channel Storage

Channel storage is the volume of water in a reach of a 

stream at any given time. The introduction of a water wave 

results in an increase in channel storage in the reach. Changes 

in channel storage can have a substantial temporary effect on 

the volume of reusable water in Monument Creek at various 

locations; however, the volume of water lost to channel storage 

is only a temporary loss because after passage of the water 

wave, channel storage rapidly decreases, forming a part of the 

downstream flow.

Evaporation

Reusable water could be evaporated either by (1) direct 

evaporation from the stream surface or (2) indirect evaporation through soil surfaces of water in bank storage. Transit loss 

resulting from direct evaporation was considered to be a permanent transit loss and was included in the study. Evaporation 

only from the incremental increase in stream width resulting from the reusable water was considered. Transit losses 

resulting from indirect evaporation were not considered to be 

substantial; moreover, these losses would, to some extent, be 

derived from the permanent losses to bank storage.

Transpiration

Transpiration is the process by which water vapor escapes 

from the tissues of plants and enters the atmosphere. For purposes of this discussion, the actual use of water by plants for 

growth and development of tissue is included in the process of 

transpiration. Only transpiration from naturally growing riparian vegetation along Monument Creek, some of which consists 

of phreatophytes, was considered in the present analysis. The 

quantity of water transpired by phreatophytes depends, to 

some extent, on the depth to water in the alluvium (Robinson, 

1958).

Introduction of reusable water into Monument Creek 

increases head in the stream and induces flow into the alluvium; this flow results in a head increase in the alluvium 

and a decrease in depth to water below land surface. Head 

increase in the stream because of reusable water could be as 

much as 0.2 ft; often the increase would be much less. Head 

increases in the alluvium, on the other hand, are considerably 

less than head increases in the stream. Studies to estimate the 

rate of water use by phreatophytes as a function of depth to 

water below land surface indicate that very small decreases 

in depth to water do not result in substantial increases of 

water use by phreatophytes (Robinson, 1958, p. 18, 22). 

Therefore, the increase in transpiration by riparian vegetation along Monument Creek, owing to a decrease in depth to 

water resulting from head increases in the stream because of 

reusable water, was assumed to be inconsequential. Again, 

some of these losses would be derived from the permanent 

transit losses to bank storage. For these reasons, transpiration 

losses will not be included in estimation of transit losses for 

the Monument Creek study reach.

Inadvertent Diversion

An increase in head in the stream, whatever the cause, 

results in a head increase at a streamflow diversion structure. 

Consequently, a ditch may divert a quantity of water greater 

than that intended; the additional quantity of diverted water is 

termed inadvertent diversion. Inadvertent diversion was not 

considered to be a transit loss for the transportation of reusable 

water down Monument Creek. All appropriations of surface 

water in Monument Creek within the study area are based on 

native streamflow. With proper administration of appropriated 

water rights in the study area within the priority system as 

established by Colorado water law, reusable water should not 

sustain losses from diversion.

10 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Stream-Aquifer Model

The model (Land, 1977) selected for this study has two 

basic components: a bank-storage-discharge component, and 

a streamflow-routing component that enables estimation of 

channel storage. A detailed description of the model is beyond 

the scope of this report; the model documentation (Land, 

1977) and the references cited therein provide ample discussion of theory of operation. The model used in this study has 

been applied to estimate transit losses on several streams in 

southeastern Kansas (Carswell and Hart, 1985; Jordan and 

Hart, 1985). A similar model also was used to estimate transit 

losses along the Arkansas River in Colorado (Livingston, 

1973, 1978). All of these studies estimated transit losses associated with reservoir releases.

System of Nodes and Subreaches

For use of the model, a stream reach to be studied is 

divided into one or more subreaches; the end points of the 

subreaches are referred to as “nodes.” Sixteen nodes (fig. 2; 

table 2) were established for the Monument Creek study 

reach, defining 15 subreaches (fig. 2; table 3). Nodes were 

established to be at or near (1) WWTFs, where reusable 

water would be discharged into Monument Creek; (2) major 

tributaries, some of which may have implications in management of reusable water; (3) streamflow diversions; (4) gaging 

stations; and (5) other locations where reusable water might 

be discharged or withdrawn. Only two diversions (table 2) are 

in the study reach (Rich Snyder, Colorado Division of Water 

resources, oral commun., 2005), compared to 23 diversions in 

the Fountain Creek transit-loss study reach (Kuhn, 1988).

Model Parameters

To apply the model, the physical and hydraulic characteristics of the subreaches need to be defined. Physical characteristics data needed are channel (stream) length, aquifer length, 

and aquifer width for each subreach. Hydraulic characteristics 

data are needed to define the channel hydraulics (wave celerity 

and wave dispersion coefficient) and the aquifer hydraulics 

(transmissivity and storage coefficient). The hydraulic characteristics are the model parameters, and initial estimates of the 

parameters can be adjusted during the model calibration process; physical characteristics data typically are not adjusted.

Physical Characteristics

Mapping of the alluvium along Monument Creek 

consisted of estimating the thickness and extent of alluvial 

deposits in hydraulic connection with Monument Creek and 

the hydraulic characteristics of the alluvial deposits. Mapping 

was completed using published geologic maps in conjunction 

with lithologic, water-level, and hydraulic-property data from 

public databases, published reports, and consultant reports.

The extent of the Monument Creek alluvium (fig. 2) 

was estimated from geologic maps published at a scale of 

1:24,000 for the Colorado Springs (Carroll and Crawford, 

2000), Pikeview (Thorson and others, 2001), and Monument 

(Thorson and Madole, 2003) quadrangles. The extent of 

Monument Creek alluvium within the Palmer Lake quadrangle 

was estimated on the basis of geologic mapping by Trimble 

and Machette (1979) at a scale of 1:100,000.

Field inspection and verification of alluvial extent 

was conducted in September 2004 and indicated that the 

Monument Creek stream channel generally is incised into 

Table 2. Nodes along Monument Creek study reach used in application of stream-aquifer model to estimate transit losses for reusable 

water.

[WWTF, wastewater-treatment facility; station, streamflow-gaging station; see table 1 for description of stations]

Node number 

(fig. 2) Node description Diversions at node

MN1 Monument Creek at station 07103747 None

MN2 Monument Creek at station 07103755 None

MN3 Monument Creek at Dirty Woman Creek None

MN4 Monument Creek at Tri-Lakes WWTF Monument Ditch No. 2

MN5 Monument Creek at Beaver Creek None

MN6 Monument Creek below Jackson Creek at Upper Monument Regional WWTF None

MN7 Monument Creek at station 07103780 None

MN8 Monument Creek at U.S. Air Force Academy WWTF None

MN9 Monument Creek at West Monument Creek None

MN10 Monument Creek at Cottonwood Creek None

MN11 Monument Creek at station 07104000 None

MN12 Monument Creek at Northern Water Reclamation Facility Pikeview diversion

MN13 Monument Creek at station 07104905 None

MN14 Fountain Creek at confluence with Monument Creek None

MN15 Fountain Creek at station 07105500 None

MN16 Fountain Creek at Las Vegas Street WWTF None

Stream-Aquifer Model 11
bedrock, and Monument Creek commonly flows directly on 

bedrock. Because of stream incision, stream-channel and 

flood-plain deposits along the creek generally are hydraulically disconnected from adjacent alluvial terrace deposits. 

Therefore, alluvial extent was defined primarily by streamchannel and flood-plain deposits immediately adjacent to the 

stream except in areas where Monument Creek flows directly 

across terrace deposits or where terrace deposits appear to 

have substantial continuous contact with stream-channel and 

flood-plain deposits. In these areas, the mapped alluvial extent 

includes the low-level terrace deposits.

Thickness of alluvial deposits and saturated thickness 

were estimated using lithologic and water-level data from 

about 100 wells and test holes in or near the Monument 

Creek study reach. Only 10 of these wells and test holes, however, were located directly within the flood plain deposits of 

Monument Creek; the other wells and test holes were used as a 

general guide to thickness estimations. Field observations and 

continuity and width of the mapped alluvial extent also were 

used to guide thickness estimations. Lithologic and waterlevel data were compiled from the USGS National Water 

Information System; data files of the USGS Colorado Water 

Science Center and Colorado Division of Water Resources; 

CTL/Thompson Inc. (2001); HRS Water Consultants (1999); 

Hutchinson and Hillier (1978); Kumar and Associates, Inc. 

(2002); and Varnes and Scott (1967).

Channel length, aquifer length, and aquifer width 

(table 3) were estimated from available topographic and 

geologic maps at a scale of 1:24,000. Average width of the 

alluvium for each subreach (table 3; fig. 2) was estimated as 

the average of cross-sectional width measurements made at 

intervals of about 1,000 ft along the stream. The average aquifer width (table 3) was estimated from one valley side to the 

other valley side; one-half of this width is used in the model 

input. Estimation of aquifer width included stream width, 

which normally is not included in the model input of aquifer 

width (Land, 1977, p. 16). However, the error in aquifer width 

because of inclusion of stream width is no greater than the 

uncertainty in defining the extent of the alluvium and, hence, 

the “true” aquifer width. Moreover, changes in width as large 

as 50 percent have been shown to have no effect on the model 

results (Land, 1977, p. 12), and studies by Pinder and Sauer 

(1971) also show that estimation of bank storage is insensitive 

to aquifer width.

Channel Hydraulics

Values for wave celerity and wave-dispersion coefficient are needed for input to the model to define the channel 

hydraulics for purposes of streamflow routing and to estimate 

channel-storage losses. Wave celerity provides a measure of 

the rate of movement of a water wave through a stream reach, 

whereas wave-dispersion coefficient provides a measure of the 

amount of attenuation of a water wave within a stream reach. 

Methods presented in Land (1977) were used to make preliminary estimates of wave celerity and wave-dispersion coefficient for a range of streamflows for each station. Although 

there is some variation in the computed values among the 

stations, especially for wave celerity, the estimated relations 

between streamflow and wave celerity and wave-dispersion 

coefficient (fig. 2) were considered to provide the best available estimates of wave celerity and wave-dispersion coefficient because of the variability in channel conditions along 

Monument Creek and because the cross sections used to make 

streamflow measurements at the gaging stations represent only 

a small proportion of the channel variability.

Table 3. Characteristics of subreaches in the Monument Creek study.

Subreach

number

(fig. 2)

Channel

length

(miles)

Aquifer

length

(miles)

Average width

of aquifer1

(feet)

Average

transmissivity

(feet squared

per day)

Average

storage

coefficient

Cumulative 

channel length

(miles)

MSR1 1.36 1.23 730 7,000 0.20 1.36

MSR2 .48 .42 540 6,000 .20 1.84

MSR3 1.00 .84 180 2,000 .20 2.84

MSR4 1.98 1.59 120 2,000 .20 4.82

MSR5 1.46 1.17 240 3,000 .20 6.28

MSR6 1.53 .89 270 4,000 .20 7.81

MSR7 5.48 3.67 160 3,000 .20 13.29

MSR8 1.77 1.61 170 2,000 .20 15.06

MSR9 3.28 2.44 200 4,000 .20 18.34

MSR10 .80 .57 300 3,000 .20 19.14

MSR11 2.25 2.08 240 3,000 .20 21.39

MSR12 4.23 3.79 230 5,000 .20 25.62

MSR13 .71 .68 1,600 9,000 .20 26.33

MSR14 1.28 1.25 1,250 9,000 .20 27.61

MSR15 .67 .60 3,000 12,000 .20 28.28

1

One-half of average aquifer width is used for input to stream-aquifer model.

12  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Figure 6. Relations between streamflow and wave celerity (A) and wave-dispersion coefficient 

(B) for the Monument Creek study reach.

Aquifer Hydraulics

Values of transmissivity and storage coefficient are 

needed for input to the model to estimate bank storage. 

Transmissivity is a measure of the rate at which water can 

be transmitted through an aquifer under standardized conditions and is equal to the product of hydraulic conductivity 

and saturated thickness. Storage coefficient is a measure of 

the volume of water that an aquifer can take into or release 

from storage (Heath, 1983; Lohman, 1972). In an unconfined 

aquifer, such as the Monument Creek alluvium, the storage 

coefficient is approximately equal to specific yield. Transmissivity of the Monument Creek alluvium was determined 

using aquifer thickness and hydraulic conductivity data 

for unconsolidated sediments in the Colorado Springs area 

(HRS Water Consultants, 1999) and stream-valley sediments 

in El Paso County (Wilson, 1965). Average transmissivities 

for subreaches MSR1–MSR14 were estimated to range from 

2,000 to 9,000 ft2/d (table 3). Average transmissivi­ties for 

subreaches in the Fountain Creek study were estimated from 

available hydrogeologic maps and aquifer-test data and ranged 

from 8,000 to 20,000 ft2/d (Kuhn, 1988). Transmissivity for 

subreach MSR15 (12,000 ft2/d) was estimated by interpolating 

the values estimated for subreach MSR14 in the Monument 

Creek study and subreach 1 in the Fountain Creek transit-loss 

study (Kuhn, 1988). Values for storage coefficient (specific 

yield) were estimated from values presented by Jenkins (1964) 

for specific yield of sediments in Fountain and Jimmy Camp 

Creek valleys (fig. 1) and from typical specific-yield values 

for unconsolidated alluvium presented by Johnson (1967). A 

1

10

2

3

5

7

WAVE CELERITY, IN FEET PER SECOND

1 2 5 7 10 20 30 50 70 100 200 300 500 700 1,000

STREAMFLOW, IN CUBIC FEET PER SECOND

10

100

1,000

20

30

50

70

200

300

500

700

WAVE-DISPERSION COEFFICIENT,

IN FEET SQUARED PER SECOND

3

B

A

Computed value

Estimated relation

Stream-Aquifer Model 13
uniform value of 0.20 was used for storage coefficient in the 

Monument Creek study (table 3) compared to a uniform value 

of 0.25 that was used in the Fountain Creek study (Kuhn, 

1988).

Stage-Discharge Relations

To use the bank-storage-discharge component of the 

model, discharge must be converted to stage (head) because 

the computation of bank-storage discharge is head dependent. 

Thus, stage-discharge relations, commonly known as rating 

curves (or rating tables), are required for input to the model. 

Stage-discharge relations were available for the nodes located 

at or near gaging stations (fig. 2). For other nodes, stagedischarge relations were estimated by applying Manning’s 

equation and step-backwater analysis (Davidian, 1984) 

(J.M. Kuzmiak, U.S. Geological Survey, written commun., 

2004).

Stage-discharge relations also were estimated by the 

same methods for two of the nodes at gaging stations for 

comparison to actual ratings; an example is shown in figure 7. 

Although the difference between the actual and estimated 

stage-discharge relations (fig. 7) may seem substantial, the 

function of the stage-discharge relations in the model primarily is to enable estimation of change in head for a given 

change in discharge at the various nodes. Both the actual and 

the estimated stage-discharge relations (fig. 7) show a somewhat similar change in gage height (head) for a given change 

in discharge. In addition, channel cross sections used to 

develop the theoretical stage-discharge relations at the gaged 

nodes did not necessarily coincide with the control sections 

for the actual stage-discharge relations. Channel conditions 

along Monument Creek vary considerably, resulting in somewhat different stage-discharge relations at different locations. 

Therefore, because the intended use of a stage-discharge relation in the model is not to determine a specific stage (head) to 

a great degree of accuracy, but rather to reasonably estimate 

change in head from one discharge to another, the estimated 

stage-discharge relations were considered to be adequate for 

the intended use (J.M. Kuzmiak, U.S. Geological Survey, 

written commun., 1986).

Model Calibration and Verification

Before estimation of the transit losses, the model was 

calibrated and verified for the Monument Creek system of 

nodes and subreaches. Calibration and verification consisted 

of three steps: (1) Selection of streamflow hydrographs, 

(2) simulations of streamflow for purposes of adjusting model 

parameters (calibration), and (3) additional simulations of 

streamflow to ensure adjusted model parameters are appropriate (verification).

Selection of Streamflow Hydrographs

For a calibration or verification simulation, concurrent 

hydrographs are needed for two adjacent stations (fig. 2; 

table 1) that consist of an initial period of steady streamflow 

followed by a noticeable increase in streamflow that then is 

followed by a return to steady streamflow similar in magnitude 

to the streamflow before the increase. If tributary streamflow 

Figure 7. Actual and estimated stage-discharge relations for station 07103747 Monument Creek at 

Palmer Lake.

0.1 0.2 0.3 0.5 0.7 1 2 3 5 7 10 20 30 50 70 100

1

2

3

4

5

STAGE (GAGE HEIGHT), IN FEET

DISCHARGE (STREAMFLOW), IN CUBIC FEET PER SECOND

Actual rating in use during water year 2005

Estimated rating from step-backwater analysis

Extrapolation of estimated rating to zero streamflow

Streamflow measurement made during water year 2005

14  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
or diversions are large enough to affect model results, hydrographs for tributaries and diversion amounts also are required. 

Because of the large variations in daily streamflow on 

Monument Creek (fig. 8), there were a limited number of 

paired hydrographs that met these criteria.

For subreach MSR10, for example, streamflow at station 07104000 usually is substantially larger than streamflow 

at station 07103970 (fig. 8A), partly because of tributary 

streamflow from Cottonwood Creek (fig. 2). If the actual 

streamflows at the two stations are considered (fig. 8A), 

no hydrographs suitable for calibration or verification of 

subreach MSR10 were available during water year 2000; 

however, when tributary streamflow for Cottonwood Creek 

(station 07103990, table 1) is subtracted from the streamflow 

at station 07104000, the streamflow is more similar to the 

streamflow at station 07103970 (fig. 8A). Even with the effect 

of tributary streamflow in Cottonwood Creek removed from 

the streamflow at station 07104000, concurrent hydrographs 

at stations 07103970 and 07104000 during water year 2000 

were suitable for use in a calibration or verification simulation 

only during one time period, May 7–10 (although not clearly 

evident in fig. 8A).

Figure 8. Hydrographs of daily average streamflow for selected stations along Monument Creek.

STREAMFLOW, IN CUBIC FEET PER SECOND

WATER YEAR 1989

0

5

10

15

20

Station 07103747 (upstream)

Station 07103780 (downstream)

B

OCT NOV DEC JAN FEB MAY APR MAY JUNE JULY AUG SEPT

0

20

40

60

80

100

Station 07103970 (upstream)

Station 07104000 (downstream)

Station 07104000 minus 

 station 07103990 (tributary)

WATER YEAR 2000

A

Note: See table 1 and figure 2 for station details

Stream-Aquifer Model 15
Hydrographic analysis of all available concurrent streamflow records for stations along the Monument Creek study 

reach resulted in selection of 18 streamflow hydrograph sets 

for calibration and verification of subreaches MSR7–MSR14. 

For subreaches MSR1–MSR6 (fig. 2), concurrent streamflow records were available only for stations 07103747 and 

07103780 (table 1). There is a substantial increase in drainage area between the two stations (table 1), and much of the 

increase is attributable to tributaries, such as Beaver Creek, 

originating in the mountains to the west of Monument Creek 

(figs. 1 and 2). Therefore, streamflow at the downstream 

station (07103780) always is substantially larger than at the 

upstream station (07103747) (fig. 8B). Because no streamflow 

records are available for tributaries between the two stations, 

no hydrographs were available for calibration and verification 

of the model for subreaches MSR1–MSR6.

For the hydrograph sets that were selected, unit-value 

streamflows at 1-hour intervals were used to provide the sensitivity that is necessary for adequate comparison of simulated 

and recorded streamflow. For each hydrograph set, streamflows at the stations on Monument Creek were adjusted for 

the effects of tributary inflow that was gaged (table 1) and, for 

subreach MSR11, streamflow hydrographs also were adjusted 

for the effects of the Pikeview diversion. For each calibration 

or verification simulation, streamflow at the upstream node (at 

a gaging station) was input to the model and routed through 

one or more subreaches, and the simulated streamflow at the 

downstream node (station) was compared to the recorded 

downstream streamflow. Although stations 07103940 and 

07103970 are located a short distance from nodes MN9 and 

MN10 (fig. 2), the effect on the calibration and verification 

simulations was not substantial because the distance from the 

nodes is less than 10 percent of the subreach length, and it is 

unlikely that streamflow changes substantially between the 

two nodes and the adjacent gaging stations.

Calibration and Verification Results

Hydrographs of recorded and simulated streamflow at the 

downstream node (station) for selected calibration simulations 

indicated that simulated streamflow compared reasonably 

to recorded streamflow (fig. 9). Simulated streamflow peaks 

often were less than recorded peaks; some of the differences 

may be attributed to (1) ungaged inflow from tributaries or 

runoff from urbanized areas, (2) errors in the computation 

of streamflow at gaging stations, and (3) inability of both 

the model and the physical description of the Monument 

Creek study reach to precisely simulate the natural system. 

No adjustments were made to the model parameters during 

the calibration simulations. Hydrographs of recorded and 

simulated streamflow at the downstream node (station) for 

selected verification simulations also indicate that simulated 

streamflow compares reasonably to recorded streamflow 

(fig. 10). Differences between recorded and simulated streamflow (base flow) before and after the streamflow peak for 

station 07104905 (fig. 10) probably are attributable to highly 

variable base-flow conditions in Monument Creek resulting 

from the frequent changes in streamflow magnitude (fig. 8). 

In most cases, however, simulated streamflow recessions are 

reasonably similar to recorded streamflow recessions.

Differences between recorded and simulated streamflow 

volumes for all calibration and verification simulations ranged 

from about –8.8 percent to about 7.5 percent; the total error 

for all simulations was about –0.7 percent (table 4). Effects 

of evaporation, transpiration, and withdrawal of ground water 

were not considered in the calibration and verification simulations, but these effects would not be substantial because of 

the larger streamflow volumes and relatively short periods of 

streamflow that were available for comparative simulations. 

Therefore, the model was considered calibrated and verified 

for subreaches MSR7–MSR14 of the Monument Creek study 

reach (fig. 2).

As mentioned in the previous section of this report, calibration and verification of the model could not be performed 

for subreaches MSR1–MSR6 because streamflow information 

was insufficient. However, because the results for subreaches 

MSR7–MSR14 (figs. 9–10; table 4) were reasonable without 

any adjustment of the estimated physical characteristics or 

model parameters (table 3; figs. 6–7), application of the model 

to subreaches MSR1–MSR6 for estimation of transit losses 

was considered to be acceptable.

Estimation of Transit Losses

From the discussions in the “Potential Transit Losses 

for Reusable Water” section of this report, it was established 

that the transit losses to be estimated in the present study 

were bank storage, channel storage, and evaporation; also, 

it was specified that channel storage is not a permanent 

transit loss. Bank-storage and channel-storage losses were 

estimated by using the calibrated model; evaporative losses 

were estimated by other methods. The following sections of 

this report describe the methods by which these losses were 

quantified.

Bank-Storage Loss

Stream-aquifer models such as the one used in the 

Monument Creek study (Land, 1977) typically are intended 

to estimate transit losses for single-event hydrographs, such 

as reservoir releases (Carswell and Hart, 1985; Jordan and 

Hart, 1985; Livingston, 1973, 1978). Idealized streamflow 

hydrographs illustrating a model application for a single-event 

hydrograph for which transit losses readily could be estimated 

are shown in figure 11. Unfortunately, neither reusable-water 

flow nor native streamflow conditions in Monument Creek 

are ideal—both flow quantities generally are variable, and the 

release of reusable water is expected to be continuous (fig. 12). 

Therefore, to apply the model to the Monument Creek study, 

16  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
each day of the various return-flow and native-streamflow conditions possible along Monument Creek (fig. 12) was considered to be a single 1-day “ideal” condition (fig. 13). For each 

1-day ideal condition, bank-storage losses and gains readily 

can be estimated using the model; this approach is identical to 

that previously used in the Fountain Creek study (Kuhn, 1988). 

Estimating bank-storage loss involved three steps: (1) Estimating a bank-storage loss for the 1-day reusable-water release, 

(2) estimating an adjustment factor for bank-storage loss, and 

(3) estimating a rate of return (gain) for bank-storage water.

For a given 1-day reusable-water flow and native streamflow condition, bank-storage loss occurs only on the day of the 

reusable-water release; on succeeding days, water lost to bank 

storage returns to the stream (fig. 13). By use of the model, 

a bank-storage loss value was estimated for 10 to 15 native 

streamflows for each reusable-water flow of 1, 3, 5, 7, 10, 15, 

20, 30, 40, 50, 100, and 200 ft3/s for each subreach. The 10 to 

15 bank-storage loss values then were used in least-squares 

linear regression to estimate a relation between bank-storage 

loss and native streamflow for each of the 12 reusable-water 

Figure 9. Recorded and simulated streamflow for selected model-calibration hydrographs.

7

0

100

200

300

400

Recorded streamflow

Simulated streamflow

.

26

0

100

200

300

3

0

50

100

150

200

8 9 10

27 28 29

4

Station 07104000 Monument Creek 

 at Pikeview, May 2000

Station 07105500 Fountain Creek 

 at Colorado Springs, April 2003

Station 07104905 Monument Creek 

 at Bijou Street at Colorado Springs, 

 July 2003

STREAMFLOW, IN CUBIC FEET PER SECOND

DAY OF MONTH

Estimation of Transit Losses 17
flow rates. An example of the bank-storage losses computed 

by the model and the estimated relations is shown in figure 14. 

The regression relations for all 15 subreaches (fig. 2; table 3) 

are shown in figures 19–33 in the “Supplemental Information” 

section at the back of this report; however, for purposes of 

clarity, the bank-storage loss values computed by the model 

are not shown in these figures. The coefficient of determination (R-square) for the regressions (120 total; figs. 19–33) 

ranged from 0.896 to 0.996.

It was not feasible to make the numerous model simulations for each subreach and each reusable-water flow between 

1 and 200 ft3/s (in 1-ft3/s increments) for purposes of developing a least-squares regression relation for each increment of 

reusable-water flow; therefore, the 12 relations for each subreach (figs. 19–33) were used to develop “look-up” tables of 

bank-storage loss for reusable-water flows ranging from 1 to 

200 ft3/s. First, bank-storage loss was computed for 15 selected 

native streamflows by using each of the 12 regression relations 

Figure 10. Recorded and simulated streamflow for selected model-verification hydrographs.

0

20

40

60

80

Recorded streamflow

Simulated streamflow

.

0

25

50

75

100

0

50

100

150

Station 07103790 Monument Creek below

 sewage treatment plant at U.S. Air Force 

 Academy, April 2003

Station 07103940 Monument Creek 

 at south boundary at U.S. Air Force 

 Academy, June 2003

STREAMFLOW, IN CUBIC FEET PER SECOND

DAY OF MONTH

3 5 7 9 11 13 15 17 19 21 23 25

4 6 8 10 12 14 16 18 20 22 24 26 28 30

13 14

Station 07104905 Monument Creek 

 at Bijou Street at Colorado Springs, 

 May 2004

18  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
for each subreach (figs. 19–33). Then, for each of the selected 

native streamflows, the bank-storage losses for reusable-water 

flows in 1-ft3/s increments were estimated by logarithmic 

interpolation between the relations. Because bank-storage 

losses for a native streamflow of 0 ft3/s could not be estimated 

from the regression relations, a value was estimated by linear 

extrapolation to zero, before the interpolation. The resulting 

tables are presented in the “Supplemental Information” section 

at the back of this report (tables 8–22). Bank-storage losses for 

native streamflows other than those listed in tables 8–22 are 

estimated by linear interpolation between the native streamflows; this interpolation will be made within the transit-loss 

accounting program planned to be developed. Tables 8–22, 

then, will be an integral component of the transit-loss accounting program.

The maximum native streamflow used for the model 

simulations in estimating bank-storage loss ranged from 

300 ft3/s for the upstream subreaches to 900 ft3/s for the downstream subreaches (figs. 19–33), whereas the look-up tables 

were developed for native streamflows as large as 1,000 ft3/s 

(tables 8–22). This represents a substantial extrapolation of the 

regression relations for some subreaches. However, it is very 

unlikely that native streamflow in the upstream subreaches 

would exceed the maximum value used in the simulations; 

hence, it is very unlikely that the extrapolated look-up values will ever be used. The ranges of streamflow used in the 

look-up tables were made the same for each subreach primarily for dimensional uniformity when incorporating into the 

transit-loss accounting program.

Bank-Storage-Loss Adjustment Factor

Estimation of bank-storage loss for a given reusablewater flow and native streamflow condition was based on a 

uniform native streamflow at the upstream and downstream 

nodes of each subreach. However, native streamflow normally 

will be either increasing or decreasing in the subreach because 

of tributary inflow, loss to or gain from bank storage in native 

streamflow, diversion, and other factors. For a given reusablewater flow, a gain or loss in native streamflow within a subreach will result in a change in head at the downstream node 

different from the change in head at the upstream node. This 

results in computation of a bank-storage loss by the model that 

is different from the loss previously computed with a uniform 

native streamflow (uniform change in head at both upstream 

and downstream node). Estimation of an adjustment factor 

allows for adjustment of the bank-storage loss on the basis of 

gains or losses in native streamflow in a subreach.

Bank-storage-loss adjustment factors also were estimated 

by simulation of ideal 1-day flow conditions, but the quantity of native streamflow at the downstream node was both 

increased and decreased from the quantity at the upstream 

Table 4. Recorded and simulated streamflow and differences between the streamflows for selected time periods for subreaches 

in the Monument Creek study.

[Cal, Calibration; Ver, Verification]

Simulation 

period

Subreach

number

(fig. 2)

Simulation

type

Recorded 

downstream

streamflow

(acre-feet)

Simulated 

downstream

streamflow

(acre-feet)

Difference1

(acre-feet)

Difference2

(percent)

April 2–30, 2001 MSR7 Cal 1,062.6 1,045.4 –17.2 –1.6

April 3–26, 2003 MSR7 Ver 847.1 882.1 34.9 4.1

October 3–12, 2001 MSR8 Cal 237.7 225.8 –12.0 –5.1

June 4–30, 2003 MSR8 Ver 650.9 631.8 –19.1 –2.9

October 3–13, 2001 MSR9 Cal 350.1 351.8 1.7 0.5

April 13–22, 2003 MSR9 Ver 455.3 459.2 3.8 0.8

May 7–10, 2000 MSR10 Cal 664.1 637.6 –26.5 –4.0

April 28–30, 2003 MSR10 Ver 269.6 265.9 –3.7 –1.4

July 19–20, 2003 MSR11–MSR12 Cal 72.3 72.0 –0.3 –0.3

July 26–29, 2003 MSR11–MSR12 Cal 182.2 166.8 –15.4 –8.5

August 9–10, 2003 MSR11–MSR12 Cal 84.6 80.9 –3.7 –4.4

September 6–7, 2003 MSR11–MSR12 Ver 104.3 110.0 5.8 5.5

May 13–14, 2004 MSR11–MSR12 Ver 107.8 104.9 –3.0 –2.7

July 9–10, 2004 MSR11–MSR12 Ver 472.5 495.0 22.4 4.7

April 3–4, 2003 MSR13–MSR14 Cal 174.6 187.7 13.1 7.5

May 15–16, 2003 MSR13–MSR14 Cal 164.9 150.5 –14.4 –8.8

May 23–24, 2003 MSR13–MSR14 Ver 120.2 121.2 1.0 0.8

September 4–5, 2004 MSR13–MSR14 Ver 255.0 242.5 –12.5 –4.9

All simulations: 6,275.8 6,231.1 –44.7 –0.7

1

Difference = simulated – recorded.

2

Difference = [(simulated – recorded) / recorded] × 100.

Estimation of Transit Losses 19
node. The results of these simulations indicated the following: 

(1) when the ratio of downstream native streamflow to upstream 

native streamflow was less than 1, bank-storage loss generally 

increased; and (2) when the ratio of downstream native streamflow to upstream native streamflow was greater than 1, bankstorage loss generally decreased. The results of these simulations then were used in least-squares regression to develop 

relations between the bank-storage-loss adjustment factor and 

the ratio of native streamflow at the downstream node to native 

streamflow at the upstream node; an example of these relations 

is shown in figure 15. The coefficients of determination for 

these regressions were greater than 0.90 for 21 of the relations, 

and between 0.65 and 0.89 for 9 of the relations, indicating a 

relatively large degree of correlation between the adjustment 

factor and the ratio of downstream to upstream native streamflow. The regression relations (using log-transformed data) were 

developed on the assumption of a zero intercept (note: logarithm of 1 equals 0; fig. 15); hence, the slopes of the regression 

relations were the only result (table 5).

The slopes of the regression relations (table 5) then are 

used to estimate the bank-storage-loss adjustment factor for a 

given subreach by the following equation:

Figure 11. Ideal streamflow conditions during application of a stream-aquifer model to estimate transit losses 

for transportation of reusable water through a subreach.

STREAMFLOW

TIME, IN DAYS

Gain from bank storage

Gain from channel storage

Channel-storage loss

Bank-storage loss

Native (antecedent) streamflow

Reusable water

Streamflow hydrograph

Streamflow hydrograph at upstream node

Streamflow hydrograph at downstream node

0

0

20 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
BSLAF = (DSNQ/USNQ)slp (1)

where

BSLAF is bank-storage loss adjustment factor;

DSNQ is native streamflow at downstream node, 

in cubic feet per second;

USNQ is native streamflow at upstream node, 

in cubic feet per second; 

and

slp is slope of the subreach relation between 

BSLAF and DSNQ/USNQ as listed in 

table 5.

For example: For subreach 1, assume that native 

streamflow at the upstream node is 100 ft3/s and that native 

streamflow at the downstream node is 125 ft3/s; the ratio 

of DSNQ/USNQ equals1.25; 1.25–0.137 equals 0.97; therefore the bank-storage loss (for a native streamflow of 

100 ft3/s and any specified reusable-water flow) would be 

adjusted by a factor of 0.97. Typically, the adjustment factor will range from about 0.80 to 1.20. It was assumed that 

if native streamflow is 0 at either the downstream or the 

upstream node, then bank-storage-loss adjustment factor is 

1.00.

Figure 12. Actual streamflow conditions along Monument Creek during transportation of 

reusable water through a subreach.

STREAMFLOW

TIME, IN DAYS

Native (antecedent) streamflow

Reusable water

Streamflow hydrograph

Streamflow hydrograph at upstream node

Streamflow hydrograph at downstream node

0

0

Estimation of Transit Losses  21
Return of Bank-Storage Water

Knowing what part of the bank-storage loss remains in 

bank storage after a given period of time (recovery period) 

is necessary to correctly estimate the actual bank-storage loss 

for the period. Analysis of the quantity of water remaining 

in bank storage after a given recovery period, again using the 

model, indicated a large degree of variability among the subreaches between quantity of water remaining in bank storage 

and length of the recovery period (fig. 16). The rapid return 

of practically all bank-storage water after a 1-day reusablewater flow release for most of the subreaches results from the 

limited extent of the Monument Creek alluvium. The recovery 

period is about 4 days or less for 10 subreaches (fig. 16A

and B), 7–10 days for subreaches MSR1 and MSR2 at the 

upstream end of the study reach (fig. 16C), about 20–30 days 

for subreaches MSR13 and MSR14, and about 60 days for 

subreach MSR15 (fig. 16C). The relation for subreach MSR15 

is most similar to the single relation that was used in the 

previously completed transit-loss study for Fountain Creek 

(fig. 16C; Kuhn, 1988). Because of the variability in the relations between percentage of bank-storage loss remaining in 

bank storage and the recovery-period day (fig. 16), the relation 

for each subreach will be used in the transit-loss accounting 

program rather than a single relation as used in the program 

for Fountain Creek.

Figure 13. Ideal 1-day streamflow conditions used to estimate transit losses during 

transportation of reusable water through a subreach.

STREAMFLOW

TIME, IN DAYS

Gain from bank storage

Gain from channel storage

Channel-storage loss

Bank-storage loss

Native (antecedent) streamflow

Reusable water

Streamflow hydrograph

Streamflow hydrograph at upstream node

Streamflow hydrograph at downstream node

0

0

22  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Figure 14. Bank-storage losses from stream-aquifer model for selected native streamflows and reusablewater flows, and least-squares linear regressions between the bank-storage losses and native streamflows 

for the indicated reusable-water flows for subreach MSR12, Monument Creek at Northern Reclamation Facility 

downstream to station 07104905 Monument Creek at Bijou Street at Colorado Springs.

0.001

0.01

0.1

1

10

0.002

0.003

0.005

0.007

0.02

0.03

0.05

0.07

0.2

0.3

0.5

0.7

2

3

5

7

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND

1 2 5 7 10 20 30 50 70 100 200 300 500 1,000

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND

200

3 700

1

3

5

7

10

15

20

30

40

50

100

Reusable-water flow, in cubic feet per second

Bank-storage loss from stream-aquifer 

model for selected native streamflows and 

indicated reusable-water flow

Least-squares linear regression between 

bank-storage losses and native streamflows 

for indicated reusable-water flow

Estimation of Transit Losses  23
For the Fountain Creek study, the single relation 

between percentage of bank-storage loss remaining in bank 

storage and the recovery-period day (fig.16C) actually was 

determined for a recovery period of 180 days (Kuhn, 1988). 

Reasons for the longer recovery period on Fountain Creek 

result from the greater extent and depth of the alluvium. For 

development of the Fountain Creek transit-loss accounting 

program, it was necessary to specify a length of the recovery period, during which return of bank-storage water would 

be accounted for. When the program was implemented, 

the Colorado Department of Water Resources Division 2 

Engineer (the administrator of water rights in the study area) 

and CSU jointly agreed to use a 60-day recovery period 

(Colorado Division Engineer and Colorado Springs Utilities, 

oral commun., 1988). After a 60-day recovery period, about 

8.4 percent of the bank-storage loss remains in bank storage 

(fig. 16C) and by allowing some percentage of the return 

flow to remain in bank storage, it was thought that existing 

water rights along Fountain Creek would not be compromised 

because of any inaccuracies in the transit-loss accounting 

methods.

As in the case of the Fountain Creek study, a length for 

the recovery period needs to be specified for development 

of the Monument Creek transit-loss accounting program. 

In order to follow the same logic used in selection of the 

recovery period for the Fountain Creek study, the Division 2 

Engineer and the water-use and water-management organizations involved in completing the Monument Creek study also 

administratively accepted that accounting of gains from bank 

storage would be truncated at 8.4 percent of the bank-storage 

loss. Revised relations between percentage of bank-storage 

loss remaining in bank storage and the recovery-period day 

that will be used in the accounting program for Monument 

Creek (fig. 17) indicate that the maximum recovery period 

is 28 days for subreach MSR15; between 3 and 12 days for 

Figure 15. Relation between ratio of downstream native streamflow to upstream native 

streamflow and bank-storage-loss adjustment factor for subreach MSR6, Monument Creek 

below Jackson Creek at Upper Monument Regional wastewater-treatment facility downstream 

to station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy.

Table 5. Slopes of relations between bank-storage-loss 

adjustment factor and ratio of downstream to upstream native 

streamflows.

[DSNQ, native streamflow at downstream node, in cubic feet per second; 

USNQ, native streamflow at upstream node, in cubic feet per second; 

>, greater than; <, less than]

Subreach

number

(fig. 2)

Slope when Slope when

DSNQ is >1 DSNQ is <1 USNQ USNQ

MSR1 –0.137 –0.139

MSR2 –.151 –.153

MSR3 –.151 –.162

MSR4 –.177 –.199

MSR5 –.234 –.205

MSR6 –.156 –.224

MSR7 –.221 –.227

MSR8 –.147 –.125

MSR9 –.160 –.131

MSR10 –.183 –.155

MSR11 –.123 –.091

MSR12 –.165 –.208

MSR13 –.191 –.194

MSR14 –.215 –.163

MSR15 –.168 –.160

1

0.7

0.8

0.9

2

3

BANK-S

TORAGE-LOSS ADJUSTMENT FACTOR

0.1 0.2 0.3 0.5 0.7 1 2 3 5 7 10

RATIO OF DOWNSTREAM NATIVE STREAMFLOW

TO UPSTREAM NATIVE STREAMFLOW

0.6

Slope = –0.224

Slope = –0.156

24  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
subreaches MSR1, MSR2, MSR13, and MSR14; and 2 days 

for subreaches MSR5, MSR6, MSR10, and MSR11. For subreaches MSR3, MSR4, MSR7, MSR8, MSR9, and MSR12, 

the recovery period is only one day, although that is not clearly 

evident in figure 17. The primary intent of the horizontal line 

across the bottom portion of figure 17 is to indicate that the 

accounting of gains from bank storage will be truncated at 

8.4 percent.

Because the percentage of bank-storage loss remaining 

in bank storage on any given day of the recovery period is 

known (fig. 17), the percentage of bank-storage loss returned 

to the stream (gains from bank storage) on any given day of 

the recovery period can be directly estimated. This percentage 

is the difference between the computed percentage remaining 

in storage on the day in question and the computed percentage remaining in storage on the previous day (table 6). Data 

listed in table 6 for each subreach will be programmed into the 

transit-loss accounting program for Monument Creek; however, only the percentage of bank-storage loss returned to the 

stream on each recovery-period day is needed in the program. 

Data for recovery-period day 0 (the day of bank-storage loss) 

as well as one additional day beyond the end of the actual 

recovery period (fig. 17) also are listed in table 6 for purposes 

of clarity.

Channel-Storage Loss

The effect of channel storage on a water wave is diagrammed in figures 12 and 14. Channel-storage loss initially 

is quite large but rapidly decreases to small values or zero. 

Also, any channel-storage loss is totally recovered in the 

form of gains from channel storage after passage of the water 

wave. The effect of channel storage on reusable water for 

the Monument Creek study was estimated with the model in 

conjunction with the simulations used to estimate bank-storage 

loss. Additional simulations also were made to estimate if 

channel-storage loss extended beyond the day of a reusablewater release. These simulations indicated that channelstorage loss was zero after 1 day and that all water in channel 

Figure 16. Relation between percentage of bank-storage loss remaining in bank storage and 

recovery-period day.

0

0

2

4

6

8

10

RECOVERY-PERIOD DAY

PERCENTAGE OF BANK-S

TORAGE LOSS REMAINING

IN BANK STORAGE ON INDICATED RECOVER

Y-PERIOD DAY

MSR3

SRM4

MSR8

MSR9

MSR12

1 2 3 4 5

Subreach

A

NOTE: Recovery-period day is any given day

 since cessation of a 1-day reusable-water

 flow release.

Estimation of Transit Losses  25
storage was released from storage the day after the 1-day 

reusable-water release. These conditions existed because of 

the generally short lengths of the subreaches.

Channel-storage losses are about 10 percent of the 

reusable-water flow for most of the subreaches, except for subreaches MSR9 and MSR12, where the channel-storage losses 

are about 20 percent, and subreach MSR7, where the losses are 

about 30 percent, owing to the much greater channel lengths 

(table 3). These channel-storage losses will be used in the 

accounting program to be developed. The losses apply only to 

the day of the reusable water release. The channel-storage loss 

on any given day results in an equivalent gain in reusable-water 

flow in the subreach on the subsequent day.

Evaporative Loss

Evaporative loss for transportation of reusable water in 

Monument Creek was estimated by the same method used in 

the Fountain Creek study (Kuhn, 1988), which was modified 

from the transit-loss estimations for reservoir releases on the 

lower Arkansas River (Livingston, 1978). The method is based 

on the use of monthly pan-evaporation data and the incremental increase in stream width resulting from any reusable water. 

The evaporative losses were estimated independently of the 

model simulations used to estimate bank-storage and channelstorage losses.

Measured monthly pan-evaporation data are not available 

in or near the Monument Creek study area; however, monthly 

pan evaporation has been estimated by the National Weather 

Service for the Colorado Springs airport (table 7) by using 

measured meteorological data and a modified form of the 

Penman equation (Western Regional Climate Center, 2006). 

The estimated monthly pan-evaporation data and a daily rate 

that will be programmed into the accounting program are 

listed in table 7. For computation of the daily evaporation, the 

monthly pan-evaporation data were adjusted by a pan coefficient of 0.72 (Farnsworth and others, 1982). The daily rate, 

when multiplied by the stream-width increase (in feet) that 

Figure 16. Relation between percentage of bank-storage loss remaining in bank storage and 

recovery-period day.—Continued

0

5

10

15

20

0

RECOVERY-PERIOD DAY

PERCENTAGE OF BANK-S

TORAGE LOSS REMAINING

IN BANK STORAGE ON INDICATED RECOVER

Y-PERIOD DAY

MSR5

MSR6

MSR7

MSR10

MSR11

1 2 3 4 5

Subreach

B

26  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
results from reusable-water flow and by the subreach length 

(in miles), gives the daily evaporative loss in cubic feet per 

second. In the accounting program, daily evaporative loss will 

be estimated last, after losses to and gains from bank storage 

and channel storage have been estimated. Thus, evaporative 

losses will be estimated on the net quantity of reusable water 

in any subreach.

Incremental stream-width increase resulting from 

reusable-water flow will be estimated by the difference 

between stream width on the basis of all streamflow in 

Monument Creek and stream width on the basis of only native 

streamflow. To develop a method for estimating stream width, 

stream width and streamflow were compared (fig. 18) for a 

selected number of streamflow measurements made at eight 

stations on Monument and Fountain Creeks (table 1; fig. 2). 

Although there is some variability in the relation between 

stream width and streamflow at each station and between 

each station, a general trend clearly is evident. Therefore, a 

single relation between stream width and streamflow (fig. 18) 

for the entire Monument Creek study reach was estimated by 

least-squares regression of log-transformed stream-width and 

streamflow data for the eight stations. The equation for the 

relation is:

w 6.00 Q0.434 = u   (2)

where

w is estimated stream width, in feet; 

and

Q is streamflow, in cubic feet per second.

About 890 data pairs were used to develop the relation, 

which had a coefficient of determination of 0.80. To estimate 

evaporative transit loss, equation 2 will be programmed into 

the transit-loss accounting program, together with the daily 

evaporation rates (table 7) and the subreach channel lengths 

(table 3). Assuming an average width increase of 5 ft, the daily 

evaporative loss for all subreaches would be about 0.16 ft3/s 

per day during the month of July. Average width increase, 

however, will be much less than 5 ft most of the time; therefore, evaporative losses usually will be relatively small.

Figure 16. Relation between percentage of bank-storage loss remaining in bank storage and 

recovery-period day.—Continued

0 10 20 30 40 50 60

0

10

20

30

40

50

60

RECOVERY-PERIOD DAY

PERCENTAGE OF BANK-S

TORAGE LOSS REMAINING

IN BANK STORAGE ON INDICATED RECOVER

Y-PERIOD DAY

MSR1

MSR2

MSR13

MSR14

MSR15

Subreach

Relation for previous Fountain Creek 

 study (modified from Kuhn, 1988)

C

Estimation of Transit Losses  27
Development of Application Method

As mentioned in the “Introduction” and “Purpose and 

Scope” sections of this report, application of the model in the 

Monument Creek study is only part of a multiobjective study. 

The ultimate objectives of the study are to develop a transitloss accounting program for Monument Creek and to integrate 

the program with the existing transit-loss accounting program 

for Fountain Creek, while making the programs adaptable to 

future changes in management of native and reusable streamflows and incorporating a Web-based interface. Results from 

application of the model to the Monument Creek study reach, 

which have been described in the previous sections of this 

report, will provide the building blocks for developing the 

transit-loss accounting program for Monument Creek. These 

building blocks, developed by applying the model to the 

Monument Creek study reach (fig. 2) and other methods as 

needed, consist of the following:

The nodes along the study reach (table 2) and the subreach channel lengths (table 3) because the same system 

of nodes and subreaches used herein will be an integral 

part of the accounting program.

1.

The look-up tables of bank-storage loss for reusablewater flows ranging from 0 to 200 ft3

/s and selected 

native streamflows for each subreach (tables 8–22).

The slopes of the relations between bank-storage loss 

adjustment factor and ratio of downstream to upstream 

native streamflows for each subreach (table 5) and equation 1 that are used to compute the bank-storage-loss 

adjustment factor for each subreach on the basis of the 

data in table 5.

The percentages of bank-storage loss returned to stream 

on each recovery-period day for each subreach (table 6).

The percentages of channel-storage loss (10, 20, or 

30 percent).

The estimated daily evaporation rates for each subreach 

(table 7) and equation 2 used to estimate stream width.

A copy of the existing accounting program for Fountain 

Creek, with appropriate revisions, will be used as a starting 

template for development of the accounting program for the 

Monument Creek study reach. The building blocks described 

2.

3.

4.

5.

6.

Figure 17. Relation between percentage of bank-storage loss remaining in bank storage and 

recovery-period day to be used in transit-loss accounting program for the Monument Creek study.

0 5 10 15 20 25 30

0

10

20

30

40

50

60

RECOVERY-PERIOD DAY

PERCENTAGE OF BANK-S

TORAGE LOSS REMAINING

IN BANK STORAGE ON INDICATED RECOVER

Y-PERIOD DAY

Subreach

MSR1

MSR2

MSR5

MSR6

MSR10

MSR11

MSR13

MSR14

MSR15

1 day for subreaches MSR3, MSR4, MSR7, MSR8, MSR9, and MSR12 

 (see text for explanation)

NOTE: Recovery-period day is any given day since cessation of a 1-day reusable-water flow release

Gains from bank storage truncated 

 at 8.4 percent for all subreaches 

 (administratively accepted by 

 Division 2 Engineer and water-use 

 and water-management agencies)

28  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Table 6. Percentages of bank-storage loss returned to stream 

and percentages of bank-storage loss remaining in bank storage 

on each recovery-period day for subreaches in the Monument 

Creek study.

Recoveryperiod day1

Percentage of

bank-storage loss

returned to stream

Percentage of bankstorage loss remaining 

in bank storage

Subreach MSR1

0 0.00 100.00

1 48.96 51.04

2 23.83 27.21

3 12.68 14.53

4 6.13 8.40

5 0.00 8.40

Subreach MSR2

0 0.00 100.00

1 64.09 35.91

2 22.80 13.12

3 4.72 8.40

4 0.00 8.40

Subreach MSR3

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Subreach MSR4

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Subreach MSR5

0 0.00 100.00

1 89.91 10.09

2 1.69 8.40

3 0.00 8.40

Subreach MSR6

0 0.00 100.00

1 90.66 9.34

2 0.94 8.40

3 0.00 8.40

Subreach MSR7

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Subreach MSR8

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Subreach MSR9

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Subreach MSR10

0 0.00 100.00

1 80.46 19.54

2 11.14 8.40

3 0.00 8.40

Subreach MSR11

0 0.00 100.00

1 90.32 9.68

2 1.28 8.40

3 0.00 8.40

Subreach MSR12

0 0.00 100.00

1 91.60 8.40

2 0.00 8.40

Recoveryperiod day1

Percentage of

bank-storage loss

returned to stream

Percentage of bankstorage loss remaining 

in bank storage

Subreach MSR13

0 0.00 100.00

1 41.63 58.37

2 13.41 44.96

3 7.97 36.99

4 6.03 30.97

5 4.91 26.05

6 4.11 21.95

7 3.47 18.48

8 2.91 15.57

9 2.45 13.12

10 2.06 11.07

11 1.75 9.32

12 0.92 8.40

13 0.00 8.40

Subreach MSR14

0 0.00 100.00

1 41.20 58.80

2 15.75 43.05

3 10.62 32.44

4 7.93 24.51

5 5.99 18.52

6 4.53 13.99

7 3.42 10.57

8 2.17 8.40

9 0.00 8.40

Subreach MSR15

0 0.00 100.00

1 41.70 58.30

2 13.13 45.17

3 6.97 38.20

4 4.50 33.70

5 3.22 30.48

6 2.46 28.02

7 1.99 26.02

8 1.68 24.34

9 1.47 22.87

10 1.32 21.55

11 1.21 20.35

12 1.09 19.26

13 1.00 18.26

14 0.96 17.30

15 0.90 16.40

16 0.86 15.54

17 0.78 14.76

18 0.77 13.99

19 0.72 13.27

20 0.65 12.62

21 0.65 11.97

22 0.62 11.35

23 0.59 10.76

24 0.56 10.20

25 0.51 9.69

26 0.50 9.19

27 0.47 8.72

28 0.32 8.40

29 0.00 8.40

1

Recovery-period day 0 is day that bank-storage loss occurred.

Table 6.—Continued

Development of Application Method  29
in the previous paragraph will replace similar components that 

apply to Fountain Creek. In addition, similar types of daily 

data used in the accounting program for Fountain Creek also 

will be required for the accounting program for Monument 

Creek. Some of these data are (1) daily streamflow for 

selected stations on Monument Creek and on tributary streams 

(table 1); (2) daily quantities of reusable-water flow for any 

municipal or water-use entity wanting to reuse their reusable 

water; (3) locations (nearest node) where the reusable water 

enters Monument Creek; (4) the node where there is a change 

in the disposition of the reusable-water flow (other than 

changes in transit loss resulting from application of the results 

described herein); and (5) diversion of native streamflow at 

the two diversion structures. There may be other types of 

daily input data that will be defined during development of the 

accounting program. Description of the transit-loss accounting program for Monument Creek, the revisions to the existing 

transit-loss accounting program for Fountain Creek, and the 

integration of both accounting programs is beyond the scope 

of this report.

Table 7. Estimated monthly pan evaporation and estimated daily 

evaporation for the Monument Creek study reach.

Month

Estimated monthly

pan evaporation1

(inches)

Estimated

daily evaporation2

(feet squared per

second per mile)

January 2.4 0.000284

February 2.5 .000327

March 3.8 .000449

April 5.9 .000721

May 7.9 .000934

June 9.4 .001149

July 9.5 .001124

August 8.6 .001017

September 6.7 .000819

October 5.1 .000603

November 3.0 .000367

December 2.4 .000284

1

Source: Western Regional Climate Center, 2006.

2

Pan coefficient of 0.72 (Farnsworth and others, 1982) was used in 

computation of daily evaporation values for each month.

Figure 18. Scatter plots of streamflow and stream width for selected stations used in the 

Monument Creek study and the estimated least-squares relation for all stations.

1

10

100

2

3

5

7

20

30

50

70

0.1 0.2 0.3 0.5 0.7 1 2 3 5 7 10 20 30 50 100 200 500 1,000

07103747

07103780

07103790

07103940

07103970

07104000

07104905

07105500

Estimated relation

70 300 700

Streamflow and stream width 

 data point for selected 

 streamflow measurements 

 at indicated station:

Note: See table 1 and figure 2 for station details

STREAMFLOW, IN CUBIC FEET PER SECOND

STREAM WIDTH, IN FEET

Estimated stream width = 

6.00 x (streamflow)0.434

(R2 = 0.80)

30 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Summary

In 1988, the U.S. Geological Survey, in cooperation 

with Colorado Springs Utilities, completed a study to develop 

a method to estimate transit losses for return flows of reusable 

water discharged into Fountain Creek at the Las Vegas Street 

wastewater-treatment facility. Results from applying the 

stream-aquifer model were incorporated into a FOR­TRANbased transit-loss accounting program that has been in continual use since April 1989.

Since implementation of the accounting program, the 

population of Colorado Springs has increased substantially, 

resulting in construction of a new water-reclamation facility 

adjacent to Monument Creek in the northern part of Colorado 

Springs. It is likely that some of the wastewater discharged 

into Monument Creek at the Northern Water Reclamation 

Facility will consist of reusable return flows. In addition, a 

number of other municipal entities in the Monument Creek 

basin also either currently (2006) derive a portion of their 

water from reusable sources, or in the future plan to derive a 

portion of their water from reusable sources. Management of 

these reusable return flows likely would include transportation 

of the reusable water along Monument Creek downstream to 

some undetermined location; this transportation would require 

estimation of transit losses.

Because no methods are available to reliably estimate transit losses along Monument Creek and because of 

the increasing needs to manage and account for native and 

reusable water along Monument and Fountain Creeks, the 

USGS, in cooperation with Colorado Springs Utilities, the 

Colorado Water Conservation Board, and the El Paso County 

Water Authority, began a study in 2004 with the following 

objectives: (1) Apply a stream-aquifer model to Monument 

Creek, (2) use the results of the modeling to develop a transitloss accounting program for Monument Creek, (3) revise the 

existing transit-loss accounting program for Fountain Creek 

to incorporate new water-management strategies and allow 

for incorporation of future changes in water-management 

strategies without significant expenditure of time or money, 

and (4) integrate the two accounting programs into a single 

program with a Web-based user interface. The purpose of this 

report is to present the results of applying a stream-aquifer 

model (model) to Monument Creek and a small portion of 

Fountain Creek. Transit losses were estimated for reusablewater flows that ranged from 1 to 200 cubic feet per second (ft3

/s) and for native streamflows that ranged from 0 to 

1,000 ft3/s. Transit losses were estimated for bank-storage, 

channel-storage, and evaporative losses.

The Monument Creek study reach consists of the alluvial 

valleys along Monument Creek and a small part of Fountain 

Creek, from north of Monument downstream to the Las Vegas 

Street wastewater-treatment facility; the area is about 22 miles 

long and ranges in width from about 100 to 3,000 feet (ft). 

The Monument Creek alluvium ranges in width from about 0 

to 2,000 ft at its widest point at the confluence with Fountain 

Creek. The alluvium generally is less than 10 ft thick and is 

discontinuous or absent in a number of places along the stream 

channel; extent of the alluvium is largest near the confluence 

with Fountain Creek and northwest of Monument Lake, where 

sediments may be about 20 to 40 ft thick in these two locations. From the confluence of Monument and Fountain Creeks 

downstream to the Las Vegas Street facility, the Fountain 

Creek alluvium ranges in width from about 1,000 to 3,000 ft 

and the thickness ranges from about 10 to 50 ft.

The same stream-aquifer model used in the previously 

completed Fountain Creek study was used in the Monument 

Creek study. The model has two basic components: a bankstorage-discharge component, and a streamflow-routing 

component, which enables estimation of channel storage. For 

use of the model, a stream reach to be studied was divided 

into one or more subreaches; the end points of the subreaches 

are referred to as “nodes.” Sixteen nodes were established for 

the Monument Creek study reach, defining 15 subreaches. To 

apply the model, the physical and hydraulic characteristics 

of the subreaches were defined. Physical characteristics data 

needed were channel (stream) length, aquifer length, and 

aquifer width for each subreach. Hydraulic characteristics data 

were needed to define the channel hydraulics (wave celerity 

and wave dispersion coefficient) and the aquifer hydraulics 

(transmissivity and storage coefficient). Stage-discharge relations also were needed for each node.

Channel length, aquifer length, and aquifer width were 

estimated from available topographic and geologic maps at a 

scale of 1:24,000. Field inspection and verification of alluvial 

extent were conducted in September 2004 and indicated that 

the Monument Creek stream channel generally is incised into 

bedrock and Monument Creek commonly flows directly on 

bedrock. Thickness of alluvial deposits and saturated thickness were estimated using lithologic and water-level data 

from about 100 wells and test holes in or near the Monument 

Creek study reach. Estimated average transmissivities for 

subreaches in the Monument Creek study reach ranged from 

2,000 to 12,000 feet squared per day, and a uniform value of 

0.20 was used for storage coefficient. Single relations between 

streamflow and wave celerity and wave-dispersion coefficient 

were estimated by using the methods presented in the model 

documentation. Stage-discharge relations were available for 

the nodes located at or near gaging stations and were estimated 

for other nodes by application of Manning’s equation and stepbackwater analysis.

Before transit losses were estimated, the model was 

calibrated and verified for the Monument Creek system of 

nodes and subreaches. Eighteen streamflow hydrograph 

sets were available for calibration and verification of subreaches MSR7–MSR14. Streamflows at the stations on 

Monument Creek were adjusted for the effects of tributary 

inflow that was gaged and for the effects of diversion at 

the Pikeview diversion. For each calibration or verification simulation, streamflow at the upstream node was input 

to the model, and routed through one or more subreaches, 

and the simulated streamflow at the downstream node was 

compared to the recorded downstream streamflow. Because 

Summary  31
no suitable streamflow hydrographs were available for subreaches MSR1–MSR6, the model was not calibrated or verified for those subreaches.

Qualitative comparison of recorded and simulated 

streamflow at the downstream node for the calibration and 

verification simulations indicated that the two flows compared 

reasonably well. Simulated streamflow peaks often were 

less than recorded peaks, primarily due to data errors and the 

inability of both the model and the physical description of the 

Monument Creek study reach to precisely simulate the natural 

system. No adjustments were made to the model parameters. 

Differences between recorded and simulated streamflow 

volumes for all calibration and verification simulations ranged 

from about –8.8 percent to about 7.5 percent; the total error 

for all simulations was about –0.7 percent. Because the results 

for subreaches MSR7–MSR14 were reasonable without 

any adjustment of the estimated physical characteristics or 

model parameters, application of the model to subreaches 

MSR1–MSR6 and MSR15 was considered to be acceptable.

Bank-storage loss values were estimated for 10 to 15 

native streamflows for each reusable-water flow of 1, 3, 5, 7, 

10, 15, 20, 30, 40, 50, 100, and 200 ft3/s. The 10 to 15 bankstorage-loss values were used in least-squares linear regression 

to estimate a relation between bank-storage loss and native 

streamflow for each of the 12 reusable-water flow rates. The 

12 relations for each subreach then were used to develop 

“look-up” tables of bank-storage loss for reusable-water flows 

ranging from 1 to 200 ft3/s. First, a bank-storage loss was 

computed for 15 selected native streamflows by using each of 

the 12 regression relations for each subreach. Then, for each 

of the selected native streamflows, the bank-storage losses for 

reusable-water flows in 1-ft3/s increments were estimated by 

logarithmic interpolation between the relations. Bank-storage 

losses for native streamflows other than the 15 selected values 

are estimated by linear interpolation between the 15 native 

streamflows; this interpolation will be made within the transitloss accounting program for Monument Creek.

Native streamflow normally will be either increasing or 

decreasing in a subreach because of tributary inflow, loss to 

or gain from bank storage in native streamflow, diversion, and 

other factors. This will result in computation of a bank-storage loss by the model that is different from the loss previously 

computed with a uniform native streamflow at the upstream 

and downstream nodes. Additional model simulations indicated that (1) when the ratio of downstream native streamflow 

to upstream native streamflow was less than 1, bank-storage 

loss generally increased; and (2) when the ratio of downstream 

native streamflow to upstream native streamflow was larger 

than 1, bank-storage loss generally decreased. The results of 

these simulations then were used to develop relations between 

the bank-storage-loss adjustment factor and the ratio of native 

streamflow at the downstream node to native streamflow at 

the upstream node. Typically, the adjustment factor will range 

from about 0.80 to 1.20.

Analysis of the quantity of water remaining in bank storage after a given length of time (recovery period), again using 

the model, indicated a large degree of variability among the 

subreaches between quantity of water remaining in bank storage and length of the recovery period. The computed recovery period was about 4 days or less for 10 subreaches, about 

7–10 days for subreaches MSR1 and MSR2, about 20–30 days 

for subreaches MSR13 and MSR14, and about 60 days for 

subreach MSR15. Because of the variability in the relations 

between percentage of bank-storage loss remaining in bank 

storage and the recovery-period day, the relation for each 

subreach will be used in the transit-loss accounting program 

rather than a single relation that was derived for the Fountain 

Creek study.

When the Fountain Creek transit-loss accounting program was implemented, the Colorado Department of Water 

Resources Division 2 Engineer and Colorado Springs Utilities 

jointly agreed to use a 60-day recovery period. After a 60-day 

recovery period, about 8.4 percent of the bank-storage loss 

remains in bank storage. The Division Engineer and the wateruse organizations involved in completing the Monument Creek 

study also agreed that accounting of gains from bank storage 

for the Monument Creek study would be truncated at 8.4 percent of the bank-storage loss. The administratively accepted 

recovery period, then, was 1 day for six subreaches, 2 days for 

four subreaches, between 3 and 12 days for four subreaches, 

and 28 days for one subreach.The percentage of bank-storage 

loss returned to the stream on any given day of the recovery 

period was computed as the difference between the computed 

percentage remaining in storage on any given day and the 

percentage remaining in storage on the previous day; the daily 

return percentages will be used in the accounting program.

Channel-storage losses were estimated with the model in 

conjunction with the simulations used to estimate bank-storage 

loss. Channel-storage loss initially is quite large but rapidly 

decreases to small values or zero. Also, any channel-storage 

loss is totally recovered in the form of gains from channel storage after passage of the water wave. Channel-storage losses 

are about 10 percent of the reusable-water flow for most of the 

subreaches, except for subreaches MSR9 and MSR12, where 

the channel-storage losses are about 20 percent, and subreach 

MSR7, where the losses are about 30 percent, owing to the 

greater channel lengths.

Evaporative losses for transportation of reusable water 

in Monument Creek were estimated by the same method used 

in the Fountain Creek study, which is based on the use of 

monthly pan-evaporation data and the incremental increase in 

stream width resulting from any reusable water. Monthly panevaporation data estimated by the National Weather Service 

for the Colorado Springs airport were converted to a daily rate 

that will be programmed into the accounting program. The 

daily rate, when multiplied by the stream-width increase (in 

feet) that results from reusable-water flow and by the subreach 

length (in miles), gives the daily evaporative loss in cubic feet 

per second. Incremental stream-width increase resulting from 

reusable-water flow was estimated by the difference between 

stream width on the basis of all flow in Monument Creek and 

stream width on the basis of only native streamflow. Stream 

width, in turn, will be estimated in the accounting program 

32  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
from a single relation between stream width and streamflow derived for the entire Monument Creek study reach by 

least-squares regression of log-transformed, stream-width 

and streamflow data for the eight stations along the study 

reach.

The ultimate objectives of the study are to develop a 

transit-loss accounting program for Monument Creek and to 

integrate the program with the existing transit-loss accounting program for Fountain Creek, while making the programs 

adaptable to future changes in management of native and 

reusable streamflows and incorporating a Web-based interface. 

Results from application of the model to the Monument Creek 

study reach provide the building blocks for developing the 

transit-loss accounting program for Monument Creek.

References Cited

Carroll, C.J., and Crawford, T.A., 2000, Geologic map of the 

Colorado Springs quadrangle, El Paso County, Colorado: 

Colorado Geological Survey Open-File Report 2000–3, 

scale 1:24,000.

Carswell, W.J., Jr., and Hart, R.J., 1985, Transit losses and 

traveltime for reservoir releases during drought conditions along the Neosho River from Council Grove Lake to 

Lola, east-central Kansas: U.S. Geological Survey WaterResources Investigations Report 85–4003, 40 p.

Colorado Springs Utilities, 2004, Northern Water Reclamation Facility: Colorado Springs Utilities, Current Projects, 

accessed July 15, 2004, at http://www.csu.org/about/

projects/sds/index.html

Colorado Water Conservation Board and Colorado Division 

of Water Resources, 2005, Colorado’s decision support 

systems: View structure data—Select output options, 

accessed November 30, 2005, at http://cdss.state.co.us/

DNN/Structures/tabid/75/Default.aspx

CTL/Thompson, Inc., 2001, Geotechnical investigation for 

grade control structures at existing sanitary sewer crossings, 

Monument Creek near I-25 Exit 148A, Colorado Springs, 

Colorado: CTL/Thompson job no. CS–12,261, 4 p.

Davidian, Jacob, 1984, Computation of water-surface profiles 

in open channels: U.S. Geological Survey Techniques of 

Water-Resources Investigations, book 3, chap. A15, 48 p.

Edelmann, Patrick, Ferguson, S.A. Stogner, R.W., Sr., August, 

Marianne, Payne, W.F., and Bruce, J.F., 2002, Evaluation of 

water quality, suspended sediment, and stream morphology 

with an emphasis on effects of stormflow on Fountain and 

Monument Creek basins, Colorado Springs and vicinity, 

Colorado, 1981 through 2001: U.S. Geological Survey 

Water-Resources Investigations Report 2002–4104, 59 p.

Farnsworth, R.K., Thompson, E.S., and Peck, E.L., 1982, 

Evaporation atlas for the contiguous 48 United States: 

Washington, D.C., National Oceanic and Atmospheric 

Administration Technical Report NWS 33, 26 p.

Heath, R.C., 1983, Basic ground-water hydrology: U.S. Geological Survey Water-Supply Paper 2220, 84 p.

HRS Water Consultants, 1999, Regional ground-water investigation of the unconsolidated sediments, City of Colorado 

Springs, Colorado: HRS job no. 84019–15.6, 68 p.

Hutchinson, E.C., and Hillier, D.E., 1978, Hydrologic data for 

water-table aquifers in the Colorado Springs–Castle Rock 

area, Front Range Urban Corridor, Colorado: U.S. Geological Survey Open-File Report 78–948, 41 p., 1 pl.

Jenkins, E.D., 1964, Ground water in Fountain and Jimmy 

Camp valleys, El Paso County, Colorado: U.S. Geological 

Survey Water-Supply Paper 1583, 66 p., 5 pls.

Johnson, A.I., 1967, Specific yield—Compilation of specific 

yields for various materials: U.S. Geological Survey WaterSupply Paper 1662–D, 74 p.

Jordan, P.R., and Hart, R.J., 1985, Transit losses and traveltimes for water-supply releases from Marion Lake during 

drought conditions, Cottonwood River, east-central Kansas: 

U.S. Geological Survey Water-Resources Investigations 

Report 85–4263, 41 p.

Kuhn, Gerhard, 1988, Methods to determine transit losses 

for return flows of transmountain water in Fountain Creek 

between Colorado Springs and the Arkansas River, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87–4119, 183 p.

Kuhn, Gerhard, Samuels, E.L., Bemis, W.D., and Steger, R.D., 

1998, Description of the program changes (1989–97) and a 

user manual for a transit loss accounting program applied to 

Fountain Creek between Colorado Springs and the Arkansas River, Colorado: U.S. Geological Survey Open-File 

Report 97–637, 39 p.

Kumar and Associates, Inc., 2002, Geotechnical engineering 

study, proposed Northern Water Reclamation Facility, Mark 

Dabling Boulevard, Colorado Springs, Colorado: Kumar 

and Associates project no. 012–226A, 15 p.

Land, L.E., 1977, Streamflow routing with losses to bank storage or wells: U.S. Geological Survey Computer Contribution, 117 p. [Available from National Technical Information 

Service, Springfield, VA 22161 as NTIS Report PB–271 

535/AS.]

Livingston, R.K., 1973, Transit losses and traveltimes for reservoir releases, upper Arkansas River basin, Colorado: Denver, Colorado Water Conservation Board, Water Resources 

Circular 20, 39 p.

References Cited  33
Livingston, R.K., 1978, Transit losses and traveltimes of 

reservoir releases along the Arkansas River from Pueblo 

Reservoir to John Martin Reservoir, southeastern Colorado: 

U.S. Geological Survey Water-Resources Investigations 

Report 78–75, 30 p.

Livingston, R.K., Klein, J.M., and Bingham, D.L., 1976, 

Water resources of El Paso County, Colorado: Denver, 

Colorado Water Conservation Board, Water Resources 

Circular 32, 85 p.

Lohman, S.W., 1972, Groundwater hydraulics: U.S. Geological Survey Professional Paper 708, 70 p.

Pinder, G.F., and Sauer, S.P., 1971, Numerical simulation of 

flood wave modification due to bank storage effects: American Geophysical Union, Water Resources Research, v. 7, 

no. 1, p. 63–70.

Radell, M.J., Lewis, M.E., and Watts, K.R., 1995, Hydrogeologic characteristics of the alluvial aquifer and adjacent 

deposits of the Fountain Creek valley, El Paso County, 

Colorado: U.S. Geological Survey Water-Resources Investigations Report 94–4129, 4 sheets, scale 1:24,000.

Radosevich, G.E., Nobe, K.C., Allardice, D., and Kirkwood, 

C., 1976, Evolution and administration of Colorado water 

law—1876–1976: Fort Collins, Colo., Water Resources 

Publications, 280 p.

Robinson, T.W., 1958, Phreatophytes: U.S. Geological Survey 

Water-Supply Paper 1423, 84 p.

Stogner, R.W., Sr., 2000, Trends in precipitation and streamflow 

and changes in stream morphology in the Fountain Creek 

watershed, Colorado, 1939–99: U.S. Geological Survey 

Water-Resources Investigations Report 2000–4130, 43 p.

Thorson, J.P., Carroll, C.J., and Morgan, M.L., 2001, Geologic 

map of the Pikeview quadrangle, El Paso County, Colorado: 

Colorado Geological Survey Open-File Report 2001–3, 

scale 1:24:000.

Thorson, J.P., and Madole, R.F., 2003, Geologic map of 

the Monument quadrangle, El Paso County, Colorado: 

Colorado Geological Survey Open-File Report 2002–4, 

scale 1:24,000.

Trimble, D.E., and Machette, M.N., 1979, Geologic map of 

the Colorado Springs–Castle Rock area, Front Range Urban 

Corridor, Colorado: U.S. Geological Survey Miscellaneous 

Investigations Series Map I–857–F, scale 1:100,000.

Varnes, D.J., and Scott, G.R., 1967, General and engineering geology of the United States Air Force Academy site, 

Colorado: U.S. Geological Survey Professional Paper 551, 

93 p., 8 pls.

Waskom, R., and Neibauer, M., 2004, Glossary of water terminology: Colorado State University Cooperative Extension, 

Water Resource Fact Sheet 4.717, accessed May 16, 2006, 

at http://www.ext.colostate.edu/pubs/crops/04717.html

Western Regional Climate Center, 2005a, Palmer Lake, 

Colorado (056280), 1971–2000 monthly climate summary: 

Colorado climate summaries, accessed November 18, 2005, 

at http://www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?copalm

Western Regional Climate Center, 2005b, Colorado Springs 

WSO AP, Colorado (051778), 1971–2000 monthly climate summary: Colorado climate summaries, accessed 

November 18, 2005, at http://www.wrcc.dri.edu/cgi-bin/

cliMAIN.pl?cocspr

Western Regional Climate Center, 2006, Average pan evaporation data by State: Historical climate information, accessed 

January 20, 2006, at http://www.wrcc.dri.edu/htmlfiles/

westevap.final.html

Wilson, W.W., 1965, Pumping tests in Colorado: Colorado 

Water Conservation Board, Ground Water Circular 11, 

361 p.

34  Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses
Supplemental Information


Figures 19–33


Tables 8–22

Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

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0.007 

0.02 

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0.07 

0.2 

0.3 

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2 

3 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure 1. Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR1, station 07103747 Monument Creek at Palmer Lake downstream to 

station 07103755 Monument Creek below Monument Lake near Monument. 
0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

0.3 

0.5 

0.7 

2 

3 

5 

7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30

40

50 

100 

Reusable-water flow, in cubic feet per second 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300


NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure 0. Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR2, station 07107755 Monument Creek below Monument Lake near 

Monument downstream to Monument Creek at Dirty Woman Creek. 
Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

0.3 

0.5 

0.7 

2 

3 

5 

7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure 1. Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR3, Monument Creek at Dirty Woman Creek downstream to Monument Creek 

at Tri-Lakes wastewater-treatment facility. 
0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

0.001 

0.01 

0.1

1

10

0.002 

0.003 

0.005 

0.007 

0.02

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0.07

0.2

0.3

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0.7

2

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7

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

200 

1 2 3 5 7 10 20 30 50 70 100 200 300 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility downstream 

to Monument Creek at Beaver Creek. 
Supplemental Information 1 

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

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0.07 

0.2 

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BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

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30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR5, Monument Creek at Beaver Creek downstream to Monument Creek 

below Jackson Creek at Upper Monument Regional wastewater-treatment facility. 
0.001 

0.01 

0.1 

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0.007 

0.02 

0.03 

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3 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30

40

50 

100 

Reusable-water flow, in cubic feet per second 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300 500


NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR6, Monument Creek below Jackson Creek at Upper Monument Regional 

wastewater-treatment facility downstream to station 07103780 Monument Creek above Northgate 

Boulevard at U.S. Air Force Academy. 
Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

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0.02 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR7, station 07103780 Monument Creek above Northgate Boulevard at 

U.S. Air Force Academy downstream to Monument Creek at U.S. Air Force Academy wastewatertreatment facility. 
0.001 

0.01 

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10 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700


NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment 

facility downstream to Monument Creek at West Monument Creek. 
Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

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0.02 

0.03 

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0.2 

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2 

3 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR9, Monument Creek at West Monument Creek downstream to Monument 

Creek at Cottonwood Creek. 
0.001 

0.01 

0.1 

1 

10 

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0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

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0.7 

2 

3 

5 

7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700


NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 

Monument Creek at Pikeview. 
Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

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0.07 

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2 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR11, station 07104000 Monument Creek at Pikeview downstream to Monument 

Creek at Northern Water Reclamation facility. 
0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

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0.5 

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2 

3 

5 

7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 1,000 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure 0. Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR12, Monument Creek at Northern Water Reclamation facility downstream to 

station 07104905 Monument Creek at Bijou Street at Colorado Springs. 
Supplemental Information  

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

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2 

3 

5 

7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 1,000 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure 1. Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs 

downstream to Fountain Creek at confluence with Monument Creek. 
0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

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0.007 

0.02 

0.03 

0.05 

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3 

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7 

BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 1,000 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusablewater flow for subreach MSR14, Fountain Creek at confluence with Monument Creek downstream to 

station 07105500 Fountain Creek at Colorado Springs. 
Supplemental Information 1 

0.001 

0.01 

0.1 

1 

10 

0.002 

0.003 

0.005 

0.007 

0.02 

0.03 

0.05 

0.07 

0.2 

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3 

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BANK-S

TORAGE LOSS, IN CUBIC FEET PER SECOND 

200 

1 

3 

5 

7 

10 

15 

20 

30 

40

50 

100 

Reusable-water flow, in cubic feet per second 

1 2 3 5 7 10 20 30 50 70 100 200 300 500 700 1,000 

NATIVE STREAMFLOW, IN CUBIC FEET PER SECOND 

Figure . Relation between bank-storage loss and native streamflow for selected rates of reusable-water 

flow for subreach MSR15, station 07105500 Fountain Creek at Colorado Springs downstream to Fountain 

Creek at Las Vegas Street wastewater-treatment facility. 
1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

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17

18

19

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26

27

28

29

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31

32

33

34

35

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38

39

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42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

Lake near Monument.—Continued 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR1, station 07103747 Monument Creek at Palmer Lake downstream to station 07103755 Monument Creek below Monument 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.289 0.217 0.163 0.112 0.084 0.063 0.053 0.047 0.043 0.036 0.032 0.024 0.021 0.017 0.014 0.013 1 

0.512 0.384 0.287 0.196 0.147 0.110 0.093 0.082 0.075 0.063 0.056 0.042 0.035 0.029 0.025 0.021 2 

0.908 0.678 0.506 0.344 0.257 0.192 0.162 0.143 0.130 0.110 0.097 0.072 0.061 0.049 0.043 0.037 3 

1.118 0.840 0.631 0.432 0.324 0.243 0.206 0.183 0.167 0.141 0.125 0.094 0.079 0.064 0.056 0.048 4 

1.378 1.041 0.786 0.542 0.410 0.309 0.262 0.234 0.213 0.181 0.161 0.122 0.103 0.084 0.073 0.063 5 

1.523 1.161 0.885 0.618 0.471 0.359 0.306 0.273 0.251 0.214 0.191 0.146 0.124 0.102 0.089 0.077 6 

1.683 1.295 0.996 0.704 0.541 0.416 0.357 0.320 0.294 0.252 0.226 0.174 0.149 0.123 0.108 0.095 7 

1.829 1.413 1.092 0.777 0.600 0.464 0.399 0.358 0.330 0.284 0.255 0.197 0.169 0.140 0.124 0.108 8 

1.988 1.543 1.198 0.857 0.666 0.517 0.446 0.401 0.370 0.319 0.287 0.223 0.192 0.159 0.141 0.124 9 

2.160 1.685 1.314 0.946 0.738 0.576 0.498 0.449 0.414 0.358 0.323 0.252 0.218 0.182 0.161 0.141 10 

2.279 1.784 1.396 1.010 0.790 0.618 0.536 0.484 0.447 0.387 0.350 0.274 0.237 0.198 0.176 0.155 11 

2.405 1.889 1.483 1.077 0.846 0.664 0.577 0.522 0.483 0.419 0.379 0.298 0.258 0.216 0.192 0.170 12 

2.538 2.000 1.576 1.150 0.906 0.714 0.621 0.562 0.521 0.453 0.410 0.323 0.281 0.236 0.210 0.186 13 

2.679 2.118 1.674 1.227 0.970 0.767 0.668 0.606 0.562 0.490 0.444 0.351 0.306 0.257 0.230 0.203 14 

2.827 2.242 1.778 1.309 1.039 0.824 0.719 0.654 0.607 0.530 0.481 0.382 0.333 0.281 0.251 0.223 15 

2.941 2.338 1.858 1.371 1.090 0.866 0.757 0.688 0.639 0.559 0.508 0.404 0.353 0.298 0.267 0.237 16 

3.060 2.437 1.941 1.436 1.144 0.911 0.797 0.725 0.674 0.590 0.537 0.427 0.374 0.316 0.283 0.252 17 

3.184 2.541 2.027 1.504 1.200 0.958 0.839 0.764 0.711 0.623 0.567 0.452 0.396 0.336 0.301 0.268 18 

3.313 2.649 2.118 1.575 1.260 1.007 0.883 0.805 0.749 0.657 0.599 0.479 0.420 0.356 0.320 0.285 19 

3.448 2.762 2.212 1.650 1.322 1.059 0.930 0.848 0.790 0.694 0.633 0.507 0.445 0.378 0.339 0.303 20 

3.525 2.830 2.272 1.699 1.364 1.095 0.963 0.879 0.819 0.720 0.657 0.528 0.464 0.395 0.355 0.317 21 

3.605 2.900 2.332 1.749 1.407 1.132 0.996 0.910 0.849 0.747 0.683 0.549 0.483 0.412 0.370 0.331 22 

3.687 2.971 2.395 1.801 1.452 1.170 1.031 0.943 0.880 0.775 0.709 0.572 0.504 0.430 0.387 0.346 23 

3.770 3.045 2.459 1.854 1.498 1.210 1.068 0.977 0.912 0.805 0.737 0.595 0.525 0.449 0.404 0.362 24 

3.855 3.120 2.525 1.909 1.545 1.250 1.105 1.012 0.945 0.835 0.765 0.619 0.547 0.468 0.423 0.379 25 

3.942 3.197 2.593 1.966 1.594 1.293 1.144 1.048 0.980 0.867 0.795 0.645 0.570 0.489 0.441 0.396 26 

4.031 3.276 2.662 2.024 1.645 1.337 1.184 1.086 1.016 0.900 0.826 0.671 0.594 0.510 0.461 0.414 27 

4.122 3.357 2.734 2.084 1.697 1.382 1.225 1.125 1.053 0.934 0.858 0.698 0.619 0.532 0.482 0.434 28 

4.215 3.440 2.807 2.145 1.751 1.428 1.268 1.166 1.092 0.969 0.891 0.727 0.645 0.556 0.503 0.453 29 

4.311 3.525 2.882 2.209 1.806 1.477 1.313 1.208 1.132 1.006 0.925 0.757 0.673 0.580 0.526 0.474 30 

4.373 3.582 2.933 2.253 1.845 1.511 1.344 1.238 1.160 1.033 0.950 0.778 0.693 0.598 0.543 0.490 31 

4.437 3.640 2.986 2.298 1.885 1.546 1.377 1.268 1.190 1.060 0.976 0.801 0.713 0.616 0.560 0.505 32 

4.502 3.699 3.039 2.344 1.925 1.582 1.410 1.300 1.220 1.088 1.002 0.824 0.734 0.635 0.577 0.522 33 

4.567 3.758 3.093 2.390 1.967 1.619 1.444 1.332 1.251 1.116 1.029 0.847 0.756 0.655 0.596 0.539 34 

4.634 3.819 3.148 2.438 2.009 1.656 1.479 1.365 1.283 1.146 1.057 0.871 0.778 0.675 0.614 0.556 35 

4.701 3.881 3.204 2.487 2.053 1.695 1.515 1.399 1.315 1.176 1.086 0.896 0.801 0.696 0.634 0.574 36 

4.770 3.944 3.261 2.536 2.097 1.734 1.551 1.434 1.349 1.207 1.115 0.922 0.825 0.717 0.654 0.593 37 

4.839 4.008 3.319 2.587 2.142 1.774 1.589 1.469 1.383 1.238 1.145 0.948 0.849 0.739 0.674 0.612 38 

4.910 4.073 3.378 2.638 2.188 1.815 1.627 1.506 1.418 1.271 1.176 0.975 0.874 0.762 0.696 0.632 39 

4.981 4.138 3.438 2.691 2.236 1.857 1.666 1.543 1.454 1.304 1.208 1.003 0.900 0.785 0.718 0.652 40 

5.034 4.187 3.483 2.731 2.271 1.889 1.697 1.572 1.481 1.330 1.232 1.025 0.920 0.804 0.735 0.668 41 

5.086 4.236 3.529 2.771 2.308 1.922 1.727 1.601 1.510 1.356 1.257 1.047 0.941 0.822 0.753 0.685 42 

5.140 4.286 3.575 2.812 2.345 1.956 1.759 1.631 1.538 1.383 1.283 1.070 0.962 0.842 0.771 0.702 43 

5.193 4.337 3.621 2.853 2.383 1.989 1.790 1.661 1.568 1.411 1.309 1.093 0.984 0.861 0.789 0.719 44 

5.248 4.388 3.668 2.895 2.421 2.024 1.823 1.692 1.597 1.439 1.336 1.117 1.006 0.881 0.808 0.737 45 

5.303 4.439 3.716 2.938 2.460 2.059 1.856 1.724 1.628 1.467 1.363 1.141 1.028 0.902 0.827 0.755 46 

5.359 4.491 3.765 2.981 2.499 2.095 1.889 1.756 1.659 1.496 1.390 1.165 1.051 0.923 0.847 0.774 47 

5.415 4.544 3.814 3.025 2.539 2.131 1.923 1.788 1.690 1.526 1.419 1.191 1.075 0.944 0.867 0.793 48 

5.471 4.598 3.864 3.070 2.580 2.168 1.958 1.822 1.723 1.556 1.447 1.216 1.099 0.966 0.888 0.812 49 

5.529 4.652 3.914 3.115 2.621 2.205 1.993 1.856 1.755 1.587 1.477 1.243 1.123 0.989 0.910 0.832 50 

5.561 4.683 3.944 3.143 2.646 2.229 2.015 1.877 1.776 1.606 1.495 1.259 1.139 1.003 0.923 0.845 51 

5.594 4.715 3.974 3.170 2.672 2.252 2.038 1.898 1.796 1.625 1.514 1.276 1.155 1.018 0.937 0.858 52 

5.627 4.747 4.004 3.198 2.698 2.276 2.060 1.920 1.817 1.645 1.533 1.293 1.171 1.033 0.951 0.871 53 

5.660 4.779 4.035 3.226 2.724 2.299 2.083 1.941 1.838 1.665 1.552 1.311 1.187 1.048 0.965 0.885 54 

5.694 4.811 4.066 3.254 2.750 2.324 2.106 1.964 1.860 1.685 1.572 1.328 1.203 1.063 0.980 0.898 55 

5.727 4.844 4.097 3.283 2.776 2.348 2.129 1.986 1.882 1.706 1.591 1.346 1.220 1.078 0.994 0.912 56 
Supplemental Information  

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR1, station 07103747 Monument Creek at Palmer Lake downstream to station 07103755 Monument Creek below Monument 

Lake near Monument.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 5.761 4.877 4.128 3.311 2.803 2.373 2.152 2.008 1.903 1.727 1.611 1.364 1.237 1.094 1.009 0.926 57


58 5.795 4.910 4.159 3.340 2.830 2.398 2.176 2.031 1.926 1.748 1.631 1.382 1.254 1.110 1.024 0.940 58


59 5.829 4.943 4.191 3.370 2.857 2.423 2.200 2.054 1.948 1.769 1.652 1.401 1.272 1.126 1.039 0.955 59


60 5.864 4.976 4.223 3.399 2.885 2.448 2.224 2.078 1.971 1.790 1.672 1.419 1.289 1.142 1.055 0.970 60


61 5.898 5.010 4.255 3.429 2.913 2.474 2.249 2.101 1.994 1.812 1.693 1.438 1.307 1.159 1.071 0.984 61


62 5.933 5.044 4.288 3.459 2.941 2.500 2.273 2.125 2.017 1.834 1.715 1.458 1.325 1.176 1.087 1.000 62


63 5.968 5.078 4.320 3.489 2.969 2.526 2.298 2.149 2.040 1.856 1.736 1.477 1.344 1.193 1.103 1.015 63


64 6.003 5.112 4.353 3.520 2.998 2.553 2.324 2.174 2.064 1.879 1.758 1.497 1.362 1.210 1.119 1.031 64


65 6.039 5.147 4.386 3.551 3.026 2.579 2.349 2.198 2.088 1.902 1.780 1.517 1.381 1.228 1.136 1.047 65


66 6.074 5.181 4.420 3.582 3.056 2.606 2.375 2.223 2.112 1.925 1.802 1.537 1.401 1.246 1.153 1.063 66


67 6.110 5.216 4.454 3.613 3.085 2.634 2.401 2.249 2.137 1.948 1.824 1.558 1.420 1.264 1.170 1.079 67


68 6.146 5.252 4.487 3.645 3.115 2.661 2.428 2.274 2.162 1.972 1.847 1.578 1.440 1.282 1.188 1.096 68


69 6.182 5.287 4.522 3.677 3.145 2.689 2.454 2.300 2.187 1.996 1.870 1.600 1.460 1.301 1.206 1.112 69


70 6.219 5.323 4.556 3.709 3.175 2.718 2.481 2.326 2.213 2.020 1.894 1.621 1.480 1.320 1.224 1.130 70


71 6.256 5.359 4.591 3.742 3.206 2.746 2.509 2.353 2.238 2.045 1.917 1.643 1.501 1.339 1.242 1.147 71


72 6.292 5.395 4.626 3.775 3.237 2.775 2.536 2.379 2.264 2.069 1.941 1.665 1.521 1.358 1.261 1.165 72


73 6.330 5.432 4.661 3.808 3.268 2.804 2.564 2.406 2.291 2.095 1.966 1.687 1.543 1.378 1.279 1.183 73


74 6.367 5.468 4.697 3.841 3.299 2.834 2.592 2.434 2.317 2.120 1.990 1.710 1.564 1.398 1.299 1.201 74


75 6.405 5.505 4.733 3.875 3.331 2.863 2.621 2.461 2.344 2.146 2.015 1.732 1.586 1.418 1.318 1.219 75


76 6.442 5.543 4.769 3.909 3.363 2.893 2.650 2.489 2.372 2.172 2.040 1.756 1.608 1.439 1.338 1.238 76


77 6.480 5.580 4.805 3.943 3.395 2.924 2.679 2.518 2.399 2.198 2.066 1.779 1.630 1.460 1.358 1.257 77


78 6.519 5.618 4.842 3.978 3.428 2.954 2.708 2.546 2.427 2.225 2.092 1.803 1.653 1.481 1.378 1.276 78


79 6.557 5.656 4.879 4.012 3.461 2.985 2.738 2.575 2.455 2.252 2.118 1.827 1.676 1.503 1.399 1.296 79


80 6.596 5.694 4.916 4.048 3.494 3.017 2.768 2.604 2.484 2.279 2.144 1.851 1.699 1.524 1.419 1.316 80


81 6.635 5.733 4.953 4.083 3.528 3.048 2.799 2.634 2.513 2.307 2.171 1.876 1.722 1.547 1.441 1.336 81


82 6.674 5.771 4.991 4.119 3.562 3.080 2.829 2.664 2.542 2.335 2.198 1.901 1.746 1.569 1.462 1.357 82


83 6.713 5.810 5.029 4.155 3.596 3.113 2.861 2.694 2.572 2.363 2.226 1.927 1.771 1.592 1.484 1.378 83


84 6.753 5.850 5.067 4.191 3.631 3.145 2.892 2.725 2.602 2.392 2.254 1.952 1.795 1.615 1.506 1.399 84


85 6.792 5.889 5.106 4.228 3.666 3.178 2.924 2.756 2.632 2.421 2.282 1.979 1.820 1.638 1.529 1.421 85


86 6.833 5.929 5.145 4.265 3.701 3.212 2.956 2.787 2.663 2.451 2.311 2.005 1.845 1.662 1.552 1.442 86


87 6.873 5.969 5.184 4.303 3.737 3.246 2.989 2.819 2.694 2.480 2.339 2.032 1.871 1.686 1.575 1.465 87


88 6.913 6.009 5.224 4.340 3.773 3.280 3.021 2.851 2.725 2.511 2.369 2.059 1.897 1.711 1.598 1.487 88


89 6.954 6.050 5.263 4.378 3.809 3.314 3.055 2.883 2.757 2.541 2.398 2.087 1.923 1.736 1.622 1.510 89


90 6.995 6.091 5.304 4.417 3.846 3.349 3.088 2.916 2.789 2.572 2.428 2.114 1.950 1.761 1.646 1.533 90


91 7.036 6.132 5.344 4.455 3.883 3.384 3.122 2.949 2.821 2.603 2.459 2.143 1.977 1.786 1.671 1.557 91


92 7.078 6.174 5.385 4.495 3.920 3.419 3.157 2.983 2.854 2.635 2.489 2.171 2.005 1.812 1.696 1.581 92


93 7.120 6.215 5.426 4.534 3.958 3.455 3.191 3.016 2.887 2.667 2.521 2.200 2.032 1.839 1.721 1.605 93


94 7.162 6.257 5.467 4.574 3.996 3.492 3.227 3.051 2.921 2.699 2.552 2.230 2.061 1.865 1.747 1.630 94


95 7.204 6.300 5.509 4.614 4.035 3.528 3.262 3.085 2.955 2.732 2.584 2.260 2.089 1.893 1.773 1.655 95


96 7.246 6.342 5.551 4.654 4.074 3.565 3.298 3.120 2.989 2.765 2.616 2.290 2.118 1.920 1.800 1.681 96


97 7.289 6.385 5.593 4.695 4.113 3.603 3.334 3.156 3.024 2.799 2.649 2.321 2.148 1.948 1.827 1.706 97


98 7.332 6.428 5.636 4.736 4.152 3.641 3.371 3.192 3.059 2.833 2.682 2.352 2.177 1.976 1.854 1.733 98


99 7.375 6.472 5.679 4.778 4.192 3.679 3.408 3.228 3.095 2.867 2.716 2.383 2.208 2.005 1.882 1.759 99


100 7.419 6.516 5.722 4.820 4.233 3.717 3.445 3.265 3.131 2.902 2.750 2.415 2.238 2.034 1.910 1.786 100


101 7.441 6.538 5.744 4.841 4.253 3.737 3.464 3.283 3.149 2.919 2.767 2.431 2.253 2.049 1.924 1.800 101


102 7.463 6.560 5.766 4.862 4.273 3.756 3.483 3.301 3.167 2.937 2.784 2.447 2.269 2.063 1.938 1.813 102


103 7.485 6.582 5.788 4.883 4.294 3.775 3.502 3.320 3.185 2.954 2.801 2.463 2.284 2.078 1.952 1.827 103


104 7.508 6.604 5.810 4.904 4.314 3.795 3.521 3.338 3.203 2.972 2.818 2.479 2.300 2.092 1.966 1.841 104


105 7.530 6.627 5.832 4.925 4.334 3.815 3.540 3.357 3.222 2.989 2.835 2.495 2.315 2.107 1.980 1.854 105


106 7.553 6.649 5.854 4.947 4.355 3.834 3.559 3.376 3.240 3.007 2.852 2.511 2.331 2.122 1.995 1.868 106


107 7.575 6.672 5.876 4.968 4.376 3.854 3.578 3.394 3.259 3.025 2.870 2.528 2.347 2.137 2.009 1.882 107


108 7.598 6.694 5.899 4.990 4.397 3.874 3.598 3.413 3.277 3.043 2.888 2.544 2.363 2.152 2.024 1.896 108


109 7.620 6.717 5.921 5.012 4.418 3.894 3.617 3.432 3.296 3.061 2.905 2.561 2.379 2.168 2.039 1.911 109


110 7.643 6.740 5.944 5.033 4.439 3.914 3.637 3.452 3.315 3.080 2.923 2.578 2.395 2.183 2.054 1.925 110


111 7.666 6.763 5.966 5.055 4.460 3.934 3.656 3.471 3.334 3.098 2.941 2.595 2.411 2.198 2.069 1.939 111


112 7.689 6.786 5.989 5.077 4.481 3.955 3.676 3.490 3.353 3.116 2.959 2.611 2.427 2.214 2.084 1.954 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR1, station 07103747 Monument Creek at Palmer Lake downstream to station 07103755 Monument Creek below Monument 

Lake near Monument.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 7.712 6.809 6.012 5.099 4.502 3.975 3.696 3.510 3.372 3.135 2.977 2.629 2.444 2.230 2.099 1.969 113


114 7.735 6.832 6.035 5.121 4.524 3.996 3.716 3.529 3.391 3.154 2.995 2.646 2.460 2.245 2.114 1.983 114


115 7.758 6.855 6.057 5.144 4.545 4.016 3.736 3.549 3.411 3.172 3.014 2.663 2.477 2.261 2.130 1.998 115


116 7.781 6.878 6.081 5.166 4.567 4.037 3.756 3.569 3.430 3.191 3.032 2.680 2.494 2.277 2.145 2.013 116


117 7.804 6.902 6.104 5.189 4.589 4.058 3.777 3.589 3.450 3.210 3.051 2.698 2.511 2.294 2.161 2.028 117


118 7.827 6.925 6.127 5.211 4.610 4.079 3.797 3.609 3.469 3.229 3.069 2.716 2.528 2.310 2.176 2.043 118


119 7.851 6.949 6.150 5.234 4.632 4.100 3.818 3.629 3.489 3.249 3.088 2.733 2.545 2.326 2.192 2.059 119


120 7.874 6.972 6.174 5.257 4.654 4.121 3.838 3.649 3.509 3.268 3.107 2.751 2.562 2.343 2.208 2.074 120


121 7.898 6.996 6.197 5.279 4.677 4.143 3.859 3.670 3.529 3.288 3.126 2.769 2.580 2.359 2.224 2.090 121


122 7.921 7.020 6.221 5.302 4.699 4.164 3.880 3.690 3.549 3.307 3.145 2.787 2.597 2.376 2.241 2.105 122


123 7.945 7.043 6.244 5.325 4.721 4.186 3.901 3.711 3.570 3.327 3.165 2.806 2.615 2.393 2.257 2.121 123


124 7.969 7.067 6.268 5.349 4.744 4.207 3.922 3.731 3.590 3.347 3.184 2.824 2.632 2.410 2.273 2.137 124


125 7.992 7.091 6.292 5.372 4.766 4.229 3.943 3.752 3.611 3.367 3.204 2.842 2.650 2.427 2.290 2.153 125


126 8.016 7.115 6.316 5.395 4.789 4.251 3.965 3.773 3.631 3.387 3.223 2.861 2.668 2.444 2.307 2.169 126


127 8.040 7.140 6.340 5.419 4.812 4.273 3.986 3.794 3.652 3.407 3.243 2.880 2.686 2.461 2.323 2.186 127


128 8.064 7.164 6.364 5.442 4.835 4.295 4.008 3.815 3.673 3.427 3.263 2.899 2.705 2.479 2.340 2.202 128


129 8.088 7.188 6.388 5.466 4.858 4.317 4.029 3.837 3.694 3.447 3.283 2.918 2.723 2.496 2.357 2.219 129


130 8.112 7.212 6.413 5.490 4.881 4.340 4.051 3.858 3.715 3.468 3.303 2.937 2.741 2.514 2.374 2.235 130


131 8.136 7.237 6.437 5.513 4.904 4.362 4.073 3.880 3.736 3.489 3.323 2.956 2.760 2.532 2.392 2.252 131


132 8.161 7.262 6.461 5.537 4.927 4.385 4.095 3.901 3.758 3.509 3.344 2.975 2.779 2.550 2.409 2.269 132


133 8.185 7.286 6.486 5.562 4.951 4.407 4.117 3.923 3.779 3.530 3.364 2.995 2.798 2.568 2.427 2.286 133


134 8.209 7.311 6.511 5.586 4.974 4.430 4.140 3.945 3.801 3.551 3.385 3.014 2.817 2.586 2.444 2.303 134


135 8.234 7.336 6.535 5.610 4.998 4.453 4.162 3.967 3.822 3.573 3.405 3.034 2.836 2.604 2.462 2.320 135


136 8.258 7.361 6.560 5.634 5.022 4.476 4.184 3.989 3.844 3.594 3.426 3.054 2.855 2.623 2.480 2.338 136


137 8.283 7.386 6.585 5.659 5.046 4.499 4.207 4.012 3.866 3.615 3.447 3.074 2.874 2.641 2.498 2.355 137


138 8.308 7.411 6.610 5.684 5.070 4.522 4.230 4.034 3.888 3.637 3.468 3.094 2.894 2.660 2.516 2.373 138


139 8.333 7.436 6.635 5.708 5.094 4.546 4.253 4.056 3.910 3.658 3.490 3.114 2.913 2.679 2.535 2.391 139


140 8.357 7.461 6.661 5.733 5.118 4.569 4.276 4.079 3.933 3.680 3.511 3.134 2.933 2.698 2.553 2.408 140


141 8.382 7.486 6.686 5.758 5.143 4.593 4.299 4.102 3.955 3.702 3.533 3.155 2.953 2.717 2.572 2.427 141


142 8.407 7.512 6.711 5.783 5.167 4.617 4.322 4.125 3.978 3.724 3.554 3.176 2.973 2.736 2.591 2.445 142


143 8.432 7.537 6.737 5.808 5.192 4.640 4.346 4.148 4.001 3.746 3.576 3.196 2.993 2.756 2.610 2.463 143


144 8.458 7.563 6.763 5.833 5.216 4.664 4.369 4.171 4.024 3.769 3.598 3.217 3.013 2.775 2.629 2.482 144


145 8.483 7.588 6.788 5.859 5.241 4.689 4.393 4.194 4.047 3.791 3.620 3.238 3.034 2.795 2.648 2.500 145


146 8.508 7.614 6.814 5.884 5.266 4.713 4.417 4.218 4.070 3.814 3.642 3.259 3.054 2.815 2.667 2.519 146


147 8.533 7.640 6.840 5.910 5.291 4.737 4.440 4.241 4.093 3.836 3.664 3.281 3.075 2.835 2.686 2.538 147


148 8.559 7.666 6.866 5.936 5.316 4.762 4.464 4.265 4.116 3.859 3.687 3.302 3.096 2.855 2.706 2.557 148


149 8.584 7.692 6.892 5.961 5.342 4.786 4.489 4.289 4.140 3.882 3.709 3.324 3.117 2.875 2.726 2.576 149


150 8.610 7.718 6.919 5.987 5.367 4.811 4.513 4.313 4.163 3.905 3.732 3.346 3.138 2.895 2.746 2.595 150


151 8.636 7.744 6.945 6.013 5.393 4.836 4.537 4.337 4.187 3.929 3.755 3.367 3.159 2.916 2.766 2.615 151


152 8.661 7.771 6.971 6.039 5.418 4.861 4.562 4.361 4.211 3.952 3.778 3.389 3.181 2.936 2.786 2.634 152


153 8.687 7.797 6.998 6.066 5.444 4.886 4.587 4.385 4.235 3.976 3.801 3.412 3.202 2.957 2.806 2.654 153


154 8.713 7.823 7.024 6.092 5.470 4.911 4.611 4.410 4.259 3.999 3.825 3.434 3.224 2.978 2.826 2.674 154


155 8.739 7.850 7.051 6.119 5.496 4.937 4.636 4.434 4.284 4.023 3.848 3.456 3.246 2.999 2.847 2.694 155


156 8.765 7.877 7.078 6.145 5.522 4.962 4.661 4.459 4.308 4.047 3.872 3.479 3.268 3.021 2.868 2.714 156


157 8.791 7.903 7.105 6.172 5.548 4.988 4.687 4.484 4.333 4.071 3.895 3.502 3.290 3.042 2.889 2.735 157


158 8.818 7.930 7.132 6.199 5.575 5.014 4.712 4.509 4.358 4.096 3.919 3.525 3.313 3.063 2.910 2.755 158


159 8.844 7.957 7.159 6.226 5.601 5.040 4.738 4.534 4.383 4.120 3.943 3.548 3.335 3.085 2.931 2.776 159


160 8.870 7.984 7.186 6.253 5.628 5.066 4.763 4.560 4.408 4.144 3.967 3.571 3.358 3.107 2.952 2.797 160


161 8.897 8.011 7.214 6.280 5.655 5.092 4.789 4.585 4.433 4.169 3.992 3.594 3.380 3.129 2.974 2.818 161


162 8.923 8.038 7.241 6.307 5.682 5.118 4.815 4.611 4.458 4.194 4.016 3.618 3.403 3.151 2.995 2.839 162


163 8.950 8.066 7.269 6.335 5.709 5.145 4.841 4.636 4.484 4.219 4.041 3.641 3.426 3.174 3.017 2.860 163


164 8.977 8.093 7.296 6.362 5.736 5.171 4.867 4.662 4.509 4.244 4.065 3.665 3.450 3.196 3.039 2.881 164


165 9.003 8.120 7.324 6.390 5.763 5.198 4.894 4.688 4.535 4.269 4.090 3.689 3.473 3.219 3.061 2.903 165


166 9.030 8.148 7.352 6.418 5.791 5.225 4.920 4.714 4.561 4.295 4.115 3.713 3.497 3.242 3.084 2.925 166


167 9.057 8.176 7.380 6.446 5.818 5.252 4.947 4.741 4.587 4.320 4.141 3.738 3.520 3.264 3.106 2.947 167


168 9.084 8.203 7.408 6.474 5.846 5.279 4.973 4.767 4.613 4.346 4.166 3.762 3.544 3.288 3.129 2.969 168

Supplemental Information  

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR1, station 07103747 Monument Creek at Palmer Lake downstream to station 07103755 Monument Creek below Monument 

Lake near Monument.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 9.111 8.231 7.436 6.502 5.874 5.306 5.000 4.794 4.640 4.372 4.192 3.787 3.568 3.311 3.152 2.991 169


170 9.138 8.259 7.464 6.530 5.902 5.334 5.027 4.821 4.666 4.398 4.217 3.811 3.592 3.334 3.175 3.014 170


171 9.166 8.287 7.493 6.558 5.930 5.362 5.055 4.848 4.693 4.424 4.243 3.836 3.617 3.358 3.198 3.036 171


172 9.193 8.315 7.521 6.587 5.958 5.389 5.082 4.875 4.720 4.451 4.269 3.861 3.641 3.382 3.221 3.059 172


173 9.220 8.343 7.550 6.616 5.986 5.417 5.109 4.902 4.747 4.477 4.295 3.887 3.666 3.406 3.244 3.082 173


174 9.248 8.372 7.579 6.644 6.015 5.445 5.137 4.929 4.774 4.504 4.322 3.912 3.691 3.430 3.268 3.105 174


175 9.275 8.400 7.607 6.673 6.044 5.473 5.165 4.957 4.801 4.531 4.348 3.938 3.716 3.454 3.292 3.128 175


176 9.303 8.429 7.636 6.702 6.072 5.502 5.193 4.984 4.829 4.558 4.375 3.963 3.741 3.479 3.316 3.152 176


177 9.331 8.457 7.665 6.731 6.101 5.530 5.221 5.012 4.856 4.585 4.401 3.989 3.766 3.503 3.340 3.175 177


178 9.359 8.486 7.695 6.761 6.130 5.559 5.249 5.040 4.884 4.612 4.428 4.015 3.792 3.528 3.364 3.199 178


179 9.387 8.515 7.724 6.790 6.159 5.587 5.278 5.068 4.912 4.640 4.456 4.042 3.818 3.553 3.389 3.223 179


180 9.415 8.544 7.753 6.820 6.189 5.616 5.306 5.097 4.940 4.667 4.483 4.068 3.844 3.578 3.414 3.247 180


181 9.443 8.573 7.783 6.849 6.218 5.645 5.335 5.125 4.968 4.695 4.510 4.095 3.870 3.604 3.438 3.272 181


182 9.471 8.602 7.812 6.879 6.248 5.675 5.364 5.154 4.996 4.723 4.538 4.122 3.896 3.629 3.464 3.296 182


183 9.499 8.631 7.842 6.909 6.278 5.704 5.393 5.183 5.025 4.751 4.566 4.149 3.922 3.655 3.489 3.321 183


184 9.527 8.660 7.872 6.939 6.307 5.733 5.422 5.211 5.054 4.779 4.594 4.176 3.949 3.681 3.514 3.346 184


185 9.556 8.690 7.902 6.969 6.337 5.763 5.451 5.241 5.083 4.808 4.622 4.203 3.976 3.707 3.540 3.371 185


186 9.584 8.719 7.932 6.999 6.368 5.793 5.481 5.270 5.112 4.837 4.650 4.230 4.003 3.733 3.566 3.396 186


187 9.613 8.749 7.962 7.030 6.398 5.823 5.511 5.299 5.141 4.865 4.679 4.258 4.030 3.760 3.592 3.422 187


188 9.642 8.778 7.992 7.060 6.428 5.853 5.540 5.329 5.170 4.894 4.707 4.286 4.057 3.786 3.618 3.447 188


189 9.670 8.808 8.023 7.091 6.459 5.883 5.570 5.359 5.200 4.923 4.736 4.314 4.085 3.813 3.644 3.473 189


190 9.699 8.838 8.053 7.122 6.490 5.914 5.600 5.388 5.230 4.953 4.765 4.342 4.112 3.840 3.671 3.499 190


191 9.728 8.868 8.084 7.153 6.521 5.944 5.631 5.419 5.259 4.982 4.795 4.371 4.140 3.867 3.697 3.525 191


192 9.757 8.898 8.115 7.184 6.552 5.975 5.661 5.449 5.290 5.012 4.824 4.399 4.168 3.895 3.724 3.552 192


193 9.786 8.928 8.146 7.215 6.583 6.006 5.692 5.479 5.320 5.042 4.853 4.428 4.197 3.922 3.751 3.578 193


194 9.815 8.959 8.177 7.247 6.614 6.037 5.723 5.510 5.350 5.072 4.883 4.457 4.225 3.950 3.779 3.605 194


195 9.845 8.989 8.208 7.278 6.646 6.068 5.754 5.541 5.381 5.102 4.913 4.486 4.254 3.978 3.806 3.632 195


196 9.874 9.020 8.239 7.310 6.677 6.099 5.785 5.572 5.411 5.133 4.943 4.515 4.283 4.006 3.834 3.659 196


197 9.904 9.050 8.270 7.342 6.709 6.131 5.816 5.603 5.442 5.163 4.974 4.545 4.312 4.035 3.862 3.687 197


198 9.933 9.081 8.302 7.374 6.741 6.163 5.848 5.634 5.474 5.194 5.004 4.575 4.341 4.063 3.890 3.715 198


199 9.963 9.112 8.333 7.406 6.773 6.195 5.879 5.665 5.505 5.225 5.035 4.605 4.370 4.092 3.918 3.742 199


200 9.992 9.143 8.365 7.438 6.805 6.227 5.911 5.697 5.536 5.256 5.065 4.635 4.400 4.121 3.947 3.770 200

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56

Woman Creek.—Continued 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR2, station 07103755 Monument Creek below Monument Lake near Monument downstream to Monument Creek at Dirty 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.100 0.074 0.055 0.037 0.027 0.020 0.017 0.015 0.013 0.011 0.010 0.007 0.006 0.005 0.004 0.004 1 

0.176 0.130 0.096 0.064 0.047 0.035 0.029 0.026 0.023 0.019 0.017 0.013 0.011 0.008 0.007 0.006 2 

0.311 0.229 0.168 0.112 0.082 0.060 0.051 0.044 0.040 0.034 0.030 0.022 0.018 0.014 0.013 0.011 3 

0.382 0.283 0.209 0.140 0.104 0.077 0.064 0.057 0.051 0.043 0.038 0.028 0.024 0.019 0.016 0.014 4 

0.469 0.349 0.260 0.176 0.131 0.097 0.082 0.072 0.066 0.055 0.049 0.036 0.031 0.025 0.021 0.018 5 

0.536 0.401 0.299 0.204 0.152 0.114 0.096 0.085 0.078 0.065 0.058 0.043 0.037 0.030 0.026 0.022 6 

0.612 0.460 0.345 0.236 0.177 0.133 0.113 0.100 0.091 0.077 0.069 0.052 0.044 0.035 0.031 0.026 7 

0.667 0.503 0.379 0.261 0.197 0.149 0.126 0.112 0.102 0.087 0.077 0.058 0.049 0.040 0.035 0.030 8 

0.726 0.550 0.417 0.289 0.219 0.166 0.141 0.126 0.115 0.098 0.087 0.066 0.056 0.046 0.040 0.035 9 

0.791 0.602 0.458 0.319 0.243 0.185 0.157 0.141 0.129 0.110 0.098 0.075 0.064 0.052 0.045 0.040 10 

0.831 0.635 0.485 0.340 0.259 0.198 0.169 0.151 0.139 0.119 0.106 0.081 0.069 0.057 0.050 0.043 11 

0.874 0.670 0.514 0.362 0.277 0.213 0.182 0.163 0.150 0.128 0.115 0.088 0.075 0.062 0.054 0.048 12 

0.918 0.707 0.544 0.385 0.296 0.228 0.196 0.176 0.161 0.139 0.124 0.096 0.082 0.068 0.060 0.052 13 

0.965 0.746 0.576 0.410 0.317 0.245 0.211 0.189 0.174 0.150 0.135 0.104 0.089 0.074 0.065 0.057 14 

1.015 0.787 0.611 0.437 0.339 0.263 0.226 0.204 0.188 0.162 0.146 0.113 0.097 0.081 0.071 0.063 15 

1.048 0.815 0.634 0.455 0.354 0.276 0.238 0.215 0.198 0.171 0.154 0.120 0.103 0.086 0.076 0.067 16 

1.082 0.845 0.659 0.475 0.371 0.289 0.250 0.226 0.209 0.180 0.163 0.127 0.110 0.092 0.081 0.072 17 

1.117 0.875 0.685 0.496 0.388 0.304 0.263 0.238 0.220 0.191 0.172 0.135 0.117 0.097 0.087 0.076 18 

1.154 0.906 0.712 0.517 0.406 0.319 0.277 0.250 0.232 0.201 0.182 0.143 0.124 0.104 0.092 0.082 19 

1.192 0.939 0.739 0.539 0.425 0.335 0.291 0.264 0.244 0.212 0.192 0.152 0.132 0.111 0.098 0.087 20 

1.216 0.960 0.758 0.555 0.438 0.346 0.301 0.273 0.253 0.220 0.200 0.158 0.137 0.115 0.103 0.091 21 

1.240 0.981 0.777 0.570 0.451 0.357 0.312 0.283 0.262 0.229 0.208 0.164 0.143 0.121 0.108 0.095 22 

1.265 1.004 0.796 0.586 0.465 0.369 0.322 0.293 0.272 0.237 0.216 0.171 0.149 0.126 0.113 0.100 23 

1.290 1.026 0.816 0.603 0.479 0.381 0.333 0.303 0.282 0.246 0.224 0.178 0.156 0.132 0.118 0.105 24 

1.316 1.049 0.836 0.620 0.494 0.394 0.345 0.314 0.292 0.256 0.233 0.185 0.162 0.137 0.123 0.110 25 

1.343 1.073 0.857 0.637 0.509 0.407 0.357 0.325 0.302 0.265 0.242 0.193 0.169 0.144 0.129 0.115 26 

1.370 1.097 0.879 0.655 0.525 0.420 0.369 0.337 0.313 0.275 0.251 0.201 0.177 0.150 0.135 0.120 27 

1.397 1.122 0.901 0.674 0.541 0.434 0.382 0.349 0.325 0.286 0.261 0.209 0.184 0.157 0.141 0.126 28 

1.425 1.147 0.923 0.693 0.558 0.449 0.395 0.361 0.337 0.297 0.271 0.218 0.192 0.164 0.147 0.132 29 

1.454 1.173 0.946 0.712 0.575 0.463 0.409 0.374 0.349 0.308 0.282 0.227 0.200 0.171 0.154 0.138 30 

1.472 1.190 0.962 0.726 0.587 0.474 0.419 0.383 0.358 0.316 0.289 0.234 0.206 0.176 0.159 0.143 31 

1.491 1.207 0.977 0.740 0.599 0.485 0.429 0.393 0.367 0.324 0.297 0.241 0.213 0.182 0.164 0.147 32 

1.509 1.224 0.993 0.753 0.611 0.496 0.439 0.402 0.376 0.333 0.305 0.248 0.219 0.188 0.170 0.152 33 

1.528 1.242 1.010 0.768 0.624 0.507 0.449 0.412 0.386 0.342 0.314 0.255 0.226 0.194 0.175 0.158 34 

1.547 1.260 1.026 0.782 0.637 0.519 0.460 0.423 0.396 0.351 0.322 0.262 0.233 0.200 0.181 0.163 35 

1.566 1.278 1.043 0.797 0.650 0.531 0.471 0.433 0.406 0.360 0.331 0.270 0.240 0.206 0.187 0.168 36 

1.586 1.296 1.060 0.812 0.664 0.543 0.482 0.444 0.416 0.370 0.340 0.278 0.247 0.213 0.193 0.174 37 

1.606 1.315 1.077 0.827 0.678 0.555 0.494 0.455 0.426 0.379 0.349 0.286 0.255 0.220 0.199 0.180 38 

1.626 1.334 1.095 0.843 0.692 0.568 0.506 0.466 0.437 0.390 0.359 0.295 0.262 0.227 0.206 0.186 39 

1.646 1.353 1.113 0.859 0.706 0.581 0.518 0.478 0.448 0.400 0.369 0.303 0.270 0.234 0.213 0.192 40 

1.661 1.368 1.126 0.871 0.717 0.591 0.527 0.486 0.457 0.408 0.376 0.310 0.277 0.240 0.218 0.197 41 

1.676 1.382 1.140 0.883 0.729 0.601 0.537 0.495 0.466 0.416 0.384 0.317 0.283 0.245 0.224 0.202 42 

1.691 1.397 1.153 0.896 0.740 0.611 0.546 0.505 0.475 0.424 0.392 0.324 0.289 0.251 0.229 0.208 43 

1.706 1.411 1.167 0.908 0.751 0.621 0.556 0.514 0.484 0.433 0.400 0.331 0.296 0.257 0.235 0.213 44 

1.722 1.426 1.181 0.921 0.763 0.632 0.566 0.524 0.493 0.441 0.408 0.338 0.303 0.264 0.241 0.218 45 

1.738 1.441 1.196 0.934 0.775 0.643 0.576 0.533 0.502 0.450 0.417 0.346 0.310 0.270 0.247 0.224 46 

1.753 1.457 1.210 0.947 0.787 0.654 0.587 0.543 0.512 0.459 0.425 0.353 0.317 0.276 0.253 0.230 47 

1.769 1.472 1.225 0.961 0.799 0.665 0.597 0.553 0.522 0.468 0.434 0.361 0.324 0.283 0.259 0.236 48 

1.785 1.488 1.240 0.974 0.812 0.676 0.608 0.564 0.531 0.478 0.443 0.369 0.332 0.290 0.265 0.242 49 

1.801 1.503 1.255 0.988 0.824 0.688 0.619 0.574 0.542 0.487 0.452 0.377 0.339 0.297 0.272 0.248 50 

1.811 1.513 1.264 0.996 0.832 0.695 0.625 0.580 0.548 0.493 0.457 0.382 0.344 0.301 0.276 0.252 51 

1.821 1.522 1.273 1.004 0.840 0.702 0.632 0.587 0.554 0.499 0.463 0.387 0.349 0.306 0.280 0.255 52 

1.831 1.532 1.282 1.013 0.848 0.709 0.639 0.593 0.560 0.505 0.469 0.392 0.354 0.310 0.284 0.259 53 

1.841 1.542 1.291 1.022 0.855 0.717 0.646 0.600 0.567 0.511 0.475 0.398 0.358 0.314 0.289 0.263 54 

1.851 1.552 1.301 1.030 0.864 0.724 0.653 0.607 0.573 0.517 0.481 0.403 0.363 0.319 0.293 0.267 55 

1.861 1.562 1.310 1.039 0.872 0.731 0.660 0.614 0.580 0.523 0.487 0.408 0.368 0.324 0.297 0.272 56 
Supplemental Information  

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR2, station 07103755 Monument Creek below Monument Lake near Monument downstream to Monument Creek at Dirty 

Woman Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 1.871 1.571 1.320 1.048 0.880 0.739 0.667 0.620 0.587 0.530 0.493 0.414 0.373 0.328 0.302 0.276 57


58 1.881 1.581 1.329 1.056 0.888 0.746 0.674 0.627 0.593 0.536 0.499 0.419 0.379 0.333 0.306 0.280 58


59 1.892 1.591 1.339 1.065 0.896 0.754 0.682 0.634 0.600 0.542 0.505 0.425 0.384 0.338 0.311 0.284 59


60 1.902 1.602 1.349 1.074 0.905 0.762 0.689 0.641 0.607 0.549 0.511 0.430 0.389 0.343 0.315 0.289 60


61 1.912 1.612 1.358 1.084 0.913 0.770 0.696 0.649 0.614 0.555 0.517 0.436 0.395 0.348 0.320 0.293 61


62 1.923 1.622 1.368 1.093 0.922 0.778 0.704 0.656 0.621 0.562 0.524 0.442 0.400 0.353 0.325 0.298 62


63 1.933 1.632 1.378 1.102 0.930 0.786 0.711 0.663 0.628 0.569 0.530 0.448 0.406 0.358 0.330 0.302 63


64 1.944 1.643 1.388 1.111 0.939 0.794 0.719 0.671 0.635 0.576 0.537 0.454 0.411 0.363 0.335 0.307 64


65 1.954 1.653 1.398 1.121 0.948 0.802 0.727 0.678 0.643 0.583 0.543 0.460 0.417 0.368 0.340 0.312 65


66 1.965 1.664 1.408 1.130 0.957 0.810 0.735 0.686 0.650 0.590 0.550 0.466 0.423 0.374 0.345 0.316 66


67 1.976 1.674 1.419 1.140 0.966 0.818 0.743 0.693 0.657 0.597 0.557 0.472 0.428 0.379 0.350 0.321 67


68 1.986 1.685 1.429 1.149 0.975 0.827 0.751 0.701 0.665 0.604 0.564 0.478 0.434 0.385 0.355 0.326 68


69 1.997 1.695 1.439 1.159 0.984 0.835 0.759 0.709 0.673 0.611 0.571 0.485 0.440 0.390 0.360 0.331 69


70 2.008 1.706 1.450 1.169 0.993 0.844 0.767 0.717 0.680 0.618 0.578 0.491 0.446 0.396 0.366 0.336 70


71 2.019 1.717 1.460 1.179 1.002 0.852 0.775 0.725 0.688 0.626 0.585 0.498 0.453 0.402 0.371 0.342 71


72 2.030 1.728 1.471 1.189 1.012 0.861 0.784 0.733 0.696 0.633 0.592 0.504 0.459 0.407 0.377 0.347 72


73 2.041 1.739 1.481 1.199 1.021 0.870 0.792 0.741 0.704 0.641 0.600 0.511 0.465 0.413 0.382 0.352 73


74 2.052 1.750 1.492 1.209 1.031 0.879 0.801 0.749 0.712 0.649 0.607 0.518 0.472 0.419 0.388 0.358 74


75 2.063 1.761 1.503 1.219 1.040 0.888 0.809 0.758 0.720 0.656 0.615 0.525 0.478 0.425 0.394 0.363 75


76 2.075 1.772 1.514 1.229 1.050 0.897 0.818 0.766 0.728 0.664 0.622 0.532 0.485 0.432 0.400 0.369 76


77 2.086 1.784 1.525 1.240 1.060 0.906 0.827 0.775 0.737 0.672 0.630 0.539 0.491 0.438 0.406 0.374 77


78 2.097 1.795 1.536 1.250 1.070 0.916 0.836 0.783 0.745 0.680 0.638 0.546 0.498 0.444 0.412 0.380 78


79 2.109 1.806 1.547 1.261 1.080 0.925 0.845 0.792 0.754 0.688 0.646 0.553 0.505 0.451 0.418 0.386 79


80 2.120 1.818 1.558 1.271 1.090 0.934 0.854 0.801 0.762 0.697 0.654 0.560 0.512 0.457 0.424 0.392 80


81 2.132 1.829 1.570 1.282 1.100 0.944 0.863 0.810 0.771 0.705 0.662 0.568 0.519 0.464 0.431 0.398 81


82 2.143 1.841 1.581 1.293 1.110 0.954 0.872 0.819 0.780 0.714 0.670 0.575 0.526 0.470 0.437 0.404 82


83 2.155 1.853 1.593 1.304 1.121 0.964 0.882 0.828 0.789 0.722 0.678 0.583 0.534 0.477 0.443 0.410 83


84 2.167 1.864 1.604 1.315 1.131 0.973 0.891 0.837 0.798 0.731 0.687 0.591 0.541 0.484 0.450 0.417 84


85 2.179 1.876 1.616 1.326 1.142 0.983 0.901 0.847 0.807 0.739 0.695 0.599 0.548 0.491 0.457 0.423 85


86 2.191 1.888 1.627 1.337 1.153 0.994 0.911 0.856 0.816 0.748 0.704 0.606 0.556 0.498 0.464 0.430 86


87 2.203 1.900 1.639 1.349 1.163 1.004 0.921 0.866 0.826 0.757 0.712 0.615 0.564 0.506 0.471 0.436 87


88 2.215 1.912 1.651 1.360 1.174 1.014 0.931 0.876 0.835 0.766 0.721 0.623 0.571 0.513 0.478 0.443 88


89 2.227 1.924 1.663 1.371 1.185 1.024 0.941 0.885 0.845 0.776 0.730 0.631 0.579 0.520 0.485 0.450 89


90 2.239 1.937 1.675 1.383 1.196 1.035 0.951 0.895 0.854 0.785 0.739 0.639 0.587 0.528 0.492 0.457 90


91 2.251 1.949 1.687 1.395 1.208 1.046 0.961 0.905 0.864 0.794 0.748 0.648 0.595 0.535 0.499 0.464 91


92 2.263 1.961 1.700 1.407 1.219 1.056 0.971 0.915 0.874 0.804 0.757 0.656 0.604 0.543 0.507 0.471 92


93 2.275 1.974 1.712 1.418 1.230 1.067 0.982 0.926 0.884 0.813 0.767 0.665 0.612 0.551 0.514 0.478 93


94 2.288 1.986 1.724 1.430 1.242 1.078 0.992 0.936 0.894 0.823 0.776 0.674 0.620 0.559 0.522 0.485 94


95 2.300 1.999 1.737 1.442 1.253 1.089 1.003 0.946 0.905 0.833 0.786 0.683 0.629 0.567 0.530 0.493 95


96 2.313 2.012 1.749 1.455 1.265 1.100 1.014 0.957 0.915 0.843 0.796 0.692 0.638 0.575 0.538 0.500 96


97 2.325 2.024 1.762 1.467 1.277 1.112 1.025 0.968 0.925 0.853 0.806 0.701 0.647 0.584 0.546 0.508 97


98 2.338 2.037 1.775 1.479 1.289 1.123 1.036 0.978 0.936 0.863 0.815 0.711 0.655 0.592 0.554 0.516 98


99 2.351 2.050 1.788 1.492 1.301 1.135 1.047 0.989 0.947 0.874 0.826 0.720 0.665 0.601 0.562 0.524 99


100 2.364 2.063 1.801 1.505 1.313 1.146 1.059 1.000 0.958 0.884 0.836 0.729 0.674 0.609 0.571 0.532 100


101 2.370 2.070 1.807 1.511 1.319 1.152 1.064 1.006 0.963 0.890 0.841 0.734 0.678 0.614 0.575 0.536 101


102 2.377 2.076 1.814 1.517 1.325 1.158 1.070 1.011 0.968 0.895 0.846 0.739 0.683 0.618 0.579 0.540 102


103 2.383 2.083 1.820 1.523 1.331 1.164 1.075 1.017 0.974 0.900 0.851 0.744 0.688 0.623 0.583 0.544 103


104 2.389 2.089 1.827 1.530 1.338 1.170 1.081 1.023 0.979 0.905 0.856 0.749 0.692 0.627 0.587 0.548 104


105 2.396 2.096 1.833 1.536 1.344 1.175 1.087 1.028 0.985 0.911 0.862 0.754 0.697 0.631 0.592 0.552 105


106 2.402 2.102 1.840 1.543 1.350 1.181 1.093 1.034 0.990 0.916 0.867 0.759 0.702 0.636 0.596 0.557 106


107 2.409 2.109 1.847 1.549 1.356 1.187 1.099 1.040 0.996 0.921 0.872 0.763 0.706 0.640 0.600 0.561 107


108 2.416 2.116 1.853 1.556 1.363 1.193 1.104 1.045 1.002 0.927 0.877 0.768 0.711 0.645 0.605 0.565 108


109 2.422 2.122 1.860 1.562 1.369 1.199 1.110 1.051 1.007 0.932 0.883 0.773 0.716 0.650 0.609 0.569 109


110 2.429 2.129 1.867 1.569 1.375 1.206 1.116 1.057 1.013 0.938 0.888 0.779 0.721 0.654 0.614 0.574 110


111 2.435 2.136 1.873 1.575 1.381 1.212 1.122 1.063 1.019 0.943 0.893 0.784 0.726 0.659 0.618 0.578 111


112 2.442 2.143 1.880 1.582 1.388 1.218 1.128 1.068 1.024 0.949 0.899 0.789 0.731 0.664 0.623 0.582 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR2, station 07103755 Monument Creek below Monument Lake near Monument downstream to Monument Creek at Dirty 

Woman Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 2.448 2.149 1.887 1.588 1.394 1.224 1.134 1.074 1.030 0.955 0.904 0.794 0.736 0.668 0.627 0.587 113


114 2.455 2.156 1.894 1.595 1.401 1.230 1.140 1.080 1.036 0.960 0.910 0.799 0.741 0.673 0.632 0.591 114


115 2.462 2.163 1.900 1.602 1.407 1.236 1.146 1.086 1.042 0.966 0.915 0.804 0.746 0.678 0.636 0.596 115


116 2.468 2.170 1.907 1.608 1.414 1.243 1.152 1.092 1.048 0.972 0.921 0.810 0.751 0.683 0.641 0.600 116


117 2.475 2.177 1.914 1.615 1.420 1.249 1.158 1.098 1.054 0.977 0.927 0.815 0.756 0.688 0.646 0.605 117


118 2.482 2.183 1.921 1.622 1.427 1.255 1.165 1.104 1.060 0.983 0.932 0.820 0.761 0.692 0.651 0.609 118


119 2.489 2.190 1.928 1.628 1.433 1.262 1.171 1.110 1.066 0.989 0.938 0.825 0.766 0.697 0.655 0.614 119


120 2.495 2.197 1.935 1.635 1.440 1.268 1.177 1.116 1.072 0.995 0.944 0.831 0.771 0.702 0.660 0.618 120


121 2.502 2.204 1.942 1.642 1.447 1.274 1.183 1.123 1.078 1.001 0.949 0.836 0.776 0.707 0.665 0.623 121


122 2.509 2.211 1.949 1.649 1.453 1.281 1.189 1.129 1.084 1.006 0.955 0.842 0.782 0.712 0.670 0.628 122


123 2.516 2.218 1.956 1.656 1.460 1.287 1.196 1.135 1.090 1.012 0.961 0.847 0.787 0.717 0.675 0.632 123


124 2.523 2.225 1.963 1.663 1.467 1.294 1.202 1.141 1.096 1.018 0.967 0.853 0.792 0.722 0.680 0.637 124


125 2.529 2.232 1.970 1.670 1.474 1.300 1.209 1.147 1.102 1.024 0.973 0.858 0.798 0.728 0.685 0.642 125


126 2.536 2.239 1.977 1.677 1.480 1.307 1.215 1.154 1.108 1.030 0.979 0.864 0.803 0.733 0.690 0.647 126


127 2.543 2.246 1.984 1.684 1.487 1.314 1.221 1.160 1.115 1.037 0.985 0.870 0.809 0.738 0.695 0.652 127


128 2.550 2.253 1.991 1.691 1.494 1.320 1.228 1.166 1.121 1.043 0.991 0.875 0.814 0.743 0.700 0.657 128


129 2.557 2.260 1.998 1.698 1.501 1.327 1.234 1.173 1.127 1.049 0.997 0.881 0.820 0.748 0.705 0.662 129


130 2.564 2.268 2.005 1.705 1.508 1.334 1.241 1.179 1.134 1.055 1.003 0.887 0.825 0.754 0.710 0.667 130


131 2.571 2.275 2.013 1.712 1.515 1.340 1.248 1.186 1.140 1.061 1.009 0.892 0.831 0.759 0.715 0.672 131


132 2.578 2.282 2.020 1.719 1.522 1.347 1.254 1.192 1.146 1.067 1.015 0.898 0.836 0.765 0.721 0.677 132


133 2.585 2.289 2.027 1.726 1.529 1.354 1.261 1.199 1.153 1.074 1.021 0.904 0.842 0.770 0.726 0.682 133


134 2.592 2.296 2.034 1.734 1.536 1.361 1.268 1.206 1.159 1.080 1.027 0.910 0.848 0.775 0.731 0.687 134


135 2.599 2.304 2.042 1.741 1.543 1.368 1.274 1.212 1.166 1.086 1.033 0.916 0.854 0.781 0.737 0.692 135


136 2.606 2.311 2.049 1.748 1.550 1.375 1.281 1.219 1.173 1.093 1.040 0.922 0.859 0.787 0.742 0.697 136


137 2.613 2.318 2.056 1.755 1.557 1.381 1.288 1.226 1.179 1.099 1.046 0.928 0.865 0.792 0.747 0.703 137


138 2.620 2.325 2.064 1.763 1.564 1.388 1.295 1.232 1.186 1.106 1.052 0.934 0.871 0.798 0.753 0.708 138


139 2.627 2.333 2.071 1.770 1.572 1.395 1.302 1.239 1.193 1.112 1.059 0.940 0.877 0.803 0.758 0.713 139


140 2.634 2.340 2.079 1.777 1.579 1.403 1.309 1.246 1.199 1.119 1.065 0.946 0.883 0.809 0.764 0.719 140


141 2.642 2.347 2.086 1.785 1.586 1.410 1.316 1.253 1.206 1.126 1.072 0.952 0.889 0.815 0.769 0.724 141


142 2.649 2.355 2.094 1.792 1.594 1.417 1.323 1.260 1.213 1.132 1.078 0.959 0.895 0.821 0.775 0.730 142


143 2.656 2.362 2.101 1.800 1.601 1.424 1.330 1.267 1.220 1.139 1.085 0.965 0.901 0.827 0.781 0.735 143


144 2.663 2.370 2.109 1.807 1.608 1.431 1.337 1.273 1.227 1.146 1.091 0.971 0.907 0.832 0.787 0.741 144


145 2.670 2.377 2.116 1.815 1.616 1.438 1.344 1.280 1.233 1.152 1.098 0.978 0.913 0.838 0.792 0.746 145


146 2.678 2.385 2.124 1.822 1.623 1.446 1.351 1.288 1.240 1.159 1.105 0.984 0.919 0.844 0.798 0.752 146


147 2.685 2.392 2.132 1.830 1.631 1.453 1.358 1.295 1.247 1.166 1.111 0.990 0.926 0.850 0.804 0.758 147


148 2.692 2.400 2.139 1.838 1.638 1.460 1.365 1.302 1.254 1.173 1.118 0.997 0.932 0.856 0.810 0.763 148


149 2.699 2.407 2.147 1.845 1.646 1.468 1.373 1.309 1.262 1.180 1.125 1.003 0.938 0.862 0.816 0.769 149


150 2.707 2.415 2.155 1.853 1.653 1.475 1.380 1.316 1.269 1.187 1.132 1.010 0.945 0.869 0.822 0.775 150


151 2.714 2.423 2.162 1.861 1.661 1.483 1.387 1.323 1.276 1.194 1.139 1.016 0.951 0.875 0.828 0.781 151


152 2.722 2.430 2.170 1.869 1.669 1.490 1.395 1.331 1.283 1.201 1.146 1.023 0.958 0.881 0.834 0.787 152


153 2.729 2.438 2.178 1.876 1.676 1.498 1.402 1.338 1.290 1.208 1.153 1.030 0.964 0.887 0.840 0.793 153


154 2.736 2.446 2.186 1.884 1.684 1.505 1.409 1.345 1.298 1.215 1.160 1.036 0.971 0.894 0.846 0.799 154


155 2.744 2.453 2.194 1.892 1.692 1.513 1.417 1.353 1.305 1.222 1.167 1.043 0.977 0.900 0.852 0.805 155


156 2.751 2.461 2.202 1.900 1.700 1.520 1.425 1.360 1.312 1.229 1.174 1.050 0.984 0.906 0.859 0.811 156


157 2.759 2.469 2.209 1.908 1.708 1.528 1.432 1.368 1.320 1.237 1.181 1.057 0.990 0.913 0.865 0.817 157


158 2.766 2.477 2.217 1.916 1.715 1.536 1.440 1.375 1.327 1.244 1.188 1.064 0.997 0.919 0.871 0.823 158


159 2.774 2.484 2.225 1.924 1.723 1.544 1.447 1.383 1.335 1.251 1.195 1.071 1.004 0.926 0.878 0.829 159


160 2.781 2.492 2.233 1.932 1.731 1.551 1.455 1.390 1.342 1.259 1.203 1.078 1.011 0.932 0.884 0.835 160


161 2.789 2.500 2.241 1.940 1.739 1.559 1.463 1.398 1.350 1.266 1.210 1.085 1.018 0.939 0.890 0.842 161


162 2.796 2.508 2.249 1.948 1.747 1.567 1.471 1.406 1.357 1.274 1.217 1.092 1.024 0.946 0.897 0.848 162


163 2.804 2.516 2.258 1.956 1.755 1.575 1.478 1.413 1.365 1.281 1.225 1.099 1.031 0.952 0.904 0.855 163


164 2.812 2.524 2.266 1.964 1.764 1.583 1.486 1.421 1.373 1.289 1.232 1.106 1.038 0.959 0.910 0.861 164


165 2.819 2.532 2.274 1.973 1.772 1.591 1.494 1.429 1.380 1.296 1.240 1.113 1.045 0.966 0.917 0.868 165


166 2.827 2.540 2.282 1.981 1.780 1.599 1.502 1.437 1.388 1.304 1.247 1.121 1.053 0.973 0.924 0.874 166


167 2.834 2.548 2.290 1.989 1.788 1.607 1.510 1.445 1.396 1.312 1.255 1.128 1.060 0.980 0.930 0.881 167


168 2.842 2.556 2.298 1.997 1.796 1.615 1.518 1.453 1.404 1.319 1.262 1.135 1.067 0.987 0.937 0.887 168

Supplemental Information  

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR2, station 07103755 Monument Creek below Monument Lake near Monument downstream to Monument Creek at Dirty 

Woman Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 2.850 2.564 2.307 2.006 1.805 1.624 1.526 1.461 1.412 1.327 1.270 1.143 1.074 0.994 0.944 0.894 169


170 2.858 2.572 2.315 2.014 1.813 1.632 1.534 1.469 1.420 1.335 1.278 1.150 1.081 1.001 0.951 0.901 170


171 2.865 2.580 2.323 2.023 1.821 1.640 1.542 1.477 1.428 1.343 1.286 1.158 1.089 1.008 0.958 0.908 171


172 2.873 2.588 2.332 2.031 1.830 1.648 1.551 1.485 1.436 1.351 1.293 1.165 1.096 1.015 0.965 0.914 172


173 2.881 2.596 2.340 2.040 1.838 1.657 1.559 1.493 1.444 1.359 1.301 1.173 1.104 1.022 0.972 0.921 173


174 2.889 2.605 2.348 2.048 1.847 1.665 1.567 1.501 1.452 1.367 1.309 1.180 1.111 1.030 0.979 0.928 174


175 2.897 2.613 2.357 2.057 1.855 1.673 1.576 1.510 1.460 1.375 1.317 1.188 1.119 1.037 0.986 0.935 175


176 2.904 2.621 2.365 2.065 1.864 1.682 1.584 1.518 1.469 1.383 1.325 1.196 1.126 1.044 0.993 0.942 176


177 2.912 2.629 2.374 2.074 1.872 1.690 1.592 1.526 1.477 1.391 1.333 1.204 1.134 1.052 1.001 0.949 177


178 2.920 2.638 2.382 2.083 1.881 1.699 1.601 1.535 1.485 1.399 1.341 1.212 1.142 1.059 1.008 0.957 178


179 2.928 2.646 2.391 2.091 1.890 1.708 1.609 1.543 1.494 1.408 1.350 1.220 1.149 1.067 1.015 0.964 179


180 2.936 2.654 2.400 2.100 1.898 1.716 1.618 1.552 1.502 1.416 1.358 1.227 1.157 1.074 1.023 0.971 180


181 2.944 2.663 2.408 2.109 1.907 1.725 1.626 1.560 1.510 1.424 1.366 1.235 1.165 1.082 1.030 0.978 181


182 2.952 2.671 2.417 2.118 1.916 1.734 1.635 1.569 1.519 1.433 1.374 1.244 1.173 1.090 1.038 0.986 182


183 2.960 2.680 2.426 2.126 1.925 1.742 1.644 1.577 1.527 1.441 1.383 1.252 1.181 1.097 1.045 0.993 183


184 2.968 2.688 2.434 2.135 1.934 1.751 1.653 1.586 1.536 1.450 1.391 1.260 1.189 1.105 1.053 1.001 184


185 2.976 2.696 2.443 2.144 1.943 1.760 1.661 1.595 1.545 1.458 1.400 1.268 1.197 1.113 1.061 1.008 185


186 2.984 2.705 2.452 2.153 1.952 1.769 1.670 1.603 1.553 1.467 1.408 1.276 1.205 1.121 1.069 1.016 186


187 2.992 2.713 2.461 2.162 1.961 1.778 1.679 1.612 1.562 1.475 1.417 1.285 1.213 1.129 1.076 1.024 187


188 3.000 2.722 2.469 2.171 1.970 1.787 1.688 1.621 1.571 1.484 1.425 1.293 1.221 1.137 1.084 1.031 188


189 3.009 2.731 2.478 2.180 1.979 1.796 1.697 1.630 1.580 1.493 1.434 1.301 1.230 1.145 1.092 1.039 189


190 3.017 2.739 2.487 2.189 1.988 1.805 1.706 1.639 1.589 1.502 1.443 1.310 1.238 1.153 1.100 1.047 190


191 3.025 2.748 2.496 2.198 1.997 1.814 1.715 1.648 1.598 1.510 1.451 1.319 1.246 1.161 1.108 1.055 191


192 3.033 2.757 2.505 2.208 2.006 1.823 1.724 1.657 1.607 1.519 1.460 1.327 1.255 1.170 1.116 1.063 192


193 3.041 2.765 2.514 2.217 2.016 1.833 1.733 1.666 1.616 1.528 1.469 1.336 1.263 1.178 1.125 1.071 193


194 3.050 2.774 2.523 2.226 2.025 1.842 1.743 1.675 1.625 1.537 1.478 1.344 1.272 1.186 1.133 1.079 194


195 3.058 2.783 2.532 2.235 2.034 1.851 1.752 1.685 1.634 1.546 1.487 1.353 1.281 1.195 1.141 1.087 195


196 3.066 2.792 2.541 2.245 2.044 1.861 1.761 1.694 1.643 1.556 1.496 1.362 1.289 1.203 1.150 1.095 196


197 3.075 2.800 2.550 2.254 2.053 1.870 1.771 1.703 1.653 1.565 1.505 1.371 1.298 1.212 1.158 1.104 197


198 3.083 2.809 2.560 2.264 2.063 1.879 1.780 1.713 1.662 1.574 1.514 1.380 1.307 1.220 1.166 1.112 198


199 3.091 2.818 2.569 2.273 2.072 1.889 1.789 1.722 1.671 1.583 1.524 1.389 1.316 1.229 1.175 1.120 199


200 3.100 2.827 2.578 2.283 2.082 1.898 1.799 1.731 1.681 1.593 1.533 1.398 1.325 1.238 1.184 1.129 200

facility.—Continued 

Table 10. 

0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR3, Monument Creek at Dirty Woman Creek downstream to Monument Creek at Tri-Lakes wastewater-treatment 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.075 0.055 0.040 0.026 0.019 0.014 0.012 0.010 0.009 0.008 0.007 0.005 0.004 0.003 0.003 0.002 1 

2 0.127 0.093 0.068 0.045 0.033 0.024 0.020 0.018 0.016 0.013 0.012 0.009 0.007 0.006 0.005 0.004 2 

3 0.216 0.159 0.117 0.078 0.057 0.042 0.035 0.031 0.028 0.023 0.021 0.015 0.013 0.010 0.009 0.007 3 

4 0.267 0.198 0.146 0.098 0.072 0.053 0.045 0.039 0.036 0.030 0.026 0.019 0.016 0.013 0.011 0.010 4 

5 0.331 0.245 0.182 0.123 0.091 0.068 0.057 0.050 0.046 0.038 0.034 0.025 0.021 0.017 0.015 0.013 5 

6 0.382 0.284 0.212 0.144 0.107 0.080 0.067 0.059 0.054 0.045 0.040 0.030 0.025 0.020 0.018 0.015 6 

7 0.441 0.329 0.246 0.168 0.125 0.094 0.079 0.070 0.064 0.054 0.048 0.036 0.030 0.024 0.021 0.018 7 

8 0.484 0.363 0.272 0.186 0.139 0.104 0.088 0.078 0.071 0.060 0.054 0.040 0.034 0.027 0.024 0.021 8 

9 0.530 0.399 0.300 0.206 0.155 0.117 0.099 0.088 0.080 0.068 0.060 0.045 0.038 0.031 0.027 0.023 9 

10 0.582 0.439 0.332 0.229 0.173 0.130 0.111 0.098 0.090 0.076 0.068 0.051 0.043 0.035 0.031 0.027 10 

11 0.614 0.465 0.352 0.244 0.185 0.140 0.119 0.106 0.097 0.082 0.073 0.056 0.047 0.039 0.034 0.029 11 

12 0.648 0.492 0.374 0.260 0.198 0.150 0.128 0.114 0.105 0.089 0.079 0.060 0.051 0.042 0.037 0.032 12 

13 0.683 0.521 0.397 0.278 0.212 0.161 0.138 0.123 0.113 0.096 0.086 0.066 0.056 0.046 0.040 0.035 13 

14 0.721 0.551 0.422 0.296 0.226 0.173 0.148 0.133 0.122 0.104 0.093 0.071 0.061 0.050 0.044 0.038 14 

15 0.760 0.584 0.448 0.316 0.242 0.186 0.159 0.143 0.131 0.112 0.101 0.077 0.066 0.054 0.048 0.042 15 

16 0.785 0.604 0.465 0.329 0.254 0.195 0.168 0.150 0.138 0.119 0.106 0.082 0.070 0.058 0.051 0.045 16 

17 0.810 0.625 0.483 0.343 0.265 0.205 0.176 0.158 0.146 0.125 0.113 0.087 0.075 0.062 0.054 0.048 17 

18 0.836 0.648 0.502 0.358 0.278 0.215 0.185 0.167 0.153 0.132 0.119 0.092 0.079 0.066 0.058 0.051 18 

19 0.863 0.670 0.521 0.374 0.290 0.226 0.195 0.175 0.162 0.140 0.126 0.098 0.084 0.070 0.062 0.054 19 

20 0.890 0.694 0.541 0.390 0.304 0.237 0.205 0.185 0.170 0.147 0.133 0.104 0.090 0.075 0.066 0.058 20 

21 0.907 0.709 0.554 0.400 0.313 0.245 0.212 0.191 0.177 0.153 0.138 0.108 0.093 0.078 0.069 0.061 21 

22 0.925 0.725 0.568 0.411 0.322 0.253 0.219 0.198 0.183 0.159 0.143 0.112 0.097 0.081 0.072 0.064 22 

23 0.942 0.740 0.582 0.423 0.332 0.261 0.227 0.205 0.190 0.165 0.149 0.117 0.102 0.085 0.076 0.067 23 

24 0.960 0.756 0.596 0.434 0.342 0.269 0.234 0.212 0.196 0.171 0.155 0.122 0.106 0.089 0.079 0.070 24 

25 0.979 0.773 0.610 0.446 0.352 0.278 0.242 0.220 0.204 0.177 0.161 0.127 0.110 0.093 0.083 0.073 25 

26 0.998 0.790 0.625 0.459 0.363 0.287 0.251 0.227 0.211 0.184 0.167 0.132 0.115 0.097 0.087 0.077 26 

27 1.017 0.807 0.640 0.471 0.374 0.297 0.259 0.235 0.218 0.191 0.173 0.138 0.120 0.101 0.091 0.080 27 

28 1.036 0.824 0.655 0.484 0.385 0.306 0.268 0.244 0.226 0.198 0.180 0.143 0.125 0.106 0.095 0.084 28 

29 1.056 0.842 0.671 0.498 0.397 0.316 0.277 0.252 0.235 0.205 0.187 0.149 0.131 0.111 0.099 0.088 29 

30 1.076 0.860 0.688 0.511 0.409 0.327 0.287 0.261 0.243 0.213 0.194 0.155 0.136 0.116 0.104 0.092 30 

31 1.089 0.872 0.699 0.521 0.417 0.334 0.293 0.268 0.249 0.219 0.200 0.160 0.140 0.119 0.107 0.095 31 

32 1.103 0.885 0.710 0.531 0.426 0.342 0.300 0.274 0.255 0.225 0.205 0.165 0.145 0.123 0.110 0.099 32 

33 1.116 0.898 0.722 0.541 0.435 0.350 0.308 0.281 0.262 0.231 0.211 0.169 0.149 0.127 0.114 0.102 33 

34 1.130 0.910 0.733 0.551 0.444 0.357 0.315 0.288 0.269 0.237 0.216 0.174 0.154 0.131 0.118 0.105 34 

35 1.144 0.923 0.745 0.561 0.453 0.366 0.322 0.295 0.275 0.243 0.222 0.179 0.158 0.135 0.122 0.109 35 

36 1.158 0.937 0.757 0.572 0.462 0.374 0.330 0.302 0.282 0.249 0.228 0.185 0.163 0.139 0.126 0.113 36 

37 1.173 0.950 0.769 0.583 0.472 0.382 0.338 0.310 0.289 0.256 0.234 0.190 0.168 0.144 0.130 0.116 37 

38 1.187 0.963 0.782 0.593 0.482 0.391 0.346 0.317 0.297 0.263 0.241 0.196 0.173 0.148 0.134 0.120 38 

39 1.202 0.977 0.795 0.605 0.492 0.400 0.354 0.325 0.304 0.270 0.247 0.201 0.178 0.153 0.138 0.124 39 

40 1.216 0.991 0.808 0.616 0.502 0.409 0.363 0.333 0.312 0.277 0.254 0.207 0.184 0.158 0.143 0.129 40 

41 1.227 1.001 0.817 0.625 0.510 0.416 0.369 0.339 0.318 0.282 0.259 0.212 0.188 0.162 0.147 0.132 41 

42 1.238 1.012 0.827 0.633 0.517 0.423 0.376 0.346 0.324 0.288 0.265 0.216 0.192 0.166 0.150 0.135 42 

43 1.249 1.022 0.837 0.642 0.525 0.430 0.382 0.352 0.330 0.293 0.270 0.221 0.197 0.170 0.154 0.139 43 

44 1.260 1.033 0.847 0.651 0.534 0.437 0.389 0.358 0.336 0.299 0.276 0.226 0.201 0.174 0.158 0.142 44 

45 1.271 1.044 0.857 0.660 0.542 0.445 0.396 0.365 0.343 0.305 0.281 0.231 0.206 0.178 0.162 0.146 45 

46 1.282 1.054 0.867 0.669 0.550 0.452 0.403 0.372 0.349 0.311 0.287 0.236 0.210 0.182 0.166 0.150 46 

47 1.294 1.065 0.877 0.678 0.559 0.460 0.410 0.379 0.356 0.317 0.293 0.241 0.215 0.187 0.170 0.154 47 

48 1.305 1.076 0.887 0.688 0.567 0.468 0.418 0.386 0.362 0.324 0.299 0.246 0.220 0.191 0.174 0.157 48 

49 1.317 1.088 0.898 0.697 0.576 0.476 0.425 0.393 0.369 0.330 0.305 0.252 0.225 0.196 0.178 0.161 49 

50 1.329 1.099 0.909 0.707 0.585 0.484 0.433 0.400 0.376 0.337 0.311 0.257 0.230 0.200 0.183 0.166 50 

51 1.335 1.105 0.915 0.713 0.590 0.488 0.437 0.404 0.381 0.341 0.315 0.261 0.233 0.203 0.185 0.168 51 

52 1.342 1.112 0.921 0.719 0.596 0.493 0.442 0.409 0.385 0.345 0.319 0.264 0.237 0.206 0.188 0.171 52 

53 1.349 1.119 0.928 0.725 0.601 0.498 0.447 0.413 0.389 0.349 0.323 0.268 0.240 0.209 0.191 0.173 53 

54 1.356 1.125 0.934 0.730 0.606 0.503 0.452 0.418 0.394 0.353 0.327 0.271 0.243 0.212 0.194 0.176 54 

55 1.362 1.132 0.941 0.736 0.612 0.509 0.456 0.423 0.398 0.357 0.331 0.275 0.247 0.215 0.197 0.179 55 

56 1.369 1.139 0.947 0.743 0.618 0.514 0.461 0.427 0.403 0.362 0.335 0.279 0.250 0.218 0.200 0.182 56 
Supplemental Information 1 

Table 10. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR3, Monument Creek at Dirty Woman Creek downstream to Monument Creek at Tri-Lakes wastewater-treatment 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 1.376 1.146 0.954 0.749 0.623 0.519 0.466 0.432 0.407 0.366 0.339 0.282 0.254 0.222 0.203 0.184 57


58 1.383 1.153 0.960 0.755 0.629 0.524 0.471 0.437 0.412 0.370 0.343 0.286 0.257 0.225 0.206 0.187 58


59 1.390 1.160 0.967 0.761 0.635 0.529 0.476 0.442 0.417 0.375 0.347 0.290 0.261 0.228 0.209 0.190 59


60 1.397 1.167 0.974 0.767 0.641 0.535 0.481 0.446 0.421 0.379 0.352 0.294 0.264 0.231 0.212 0.193 60


61 1.404 1.174 0.981 0.773 0.646 0.540 0.486 0.451 0.426 0.384 0.356 0.298 0.268 0.235 0.215 0.196 61


62 1.411 1.181 0.987 0.780 0.652 0.546 0.492 0.456 0.431 0.388 0.360 0.302 0.272 0.238 0.218 0.199 62


63 1.418 1.188 0.994 0.786 0.658 0.551 0.497 0.461 0.436 0.393 0.365 0.306 0.275 0.242 0.222 0.202 63


64 1.426 1.195 1.001 0.793 0.664 0.557 0.502 0.467 0.441 0.397 0.369 0.310 0.279 0.245 0.225 0.205 64


65 1.433 1.202 1.008 0.799 0.670 0.562 0.507 0.472 0.446 0.402 0.374 0.314 0.283 0.249 0.228 0.209 65


66 1.440 1.209 1.015 0.806 0.677 0.568 0.513 0.477 0.451 0.407 0.379 0.318 0.287 0.252 0.232 0.212 66


67 1.447 1.216 1.022 0.812 0.683 0.574 0.518 0.482 0.456 0.412 0.383 0.322 0.291 0.256 0.235 0.215 67


68 1.455 1.224 1.029 0.819 0.689 0.580 0.524 0.488 0.461 0.417 0.388 0.326 0.295 0.260 0.239 0.218 68


69 1.462 1.231 1.036 0.826 0.695 0.585 0.529 0.493 0.466 0.422 0.393 0.331 0.299 0.263 0.242 0.222 69


70 1.469 1.238 1.044 0.832 0.702 0.591 0.535 0.498 0.472 0.427 0.397 0.335 0.303 0.267 0.246 0.225 70


71 1.477 1.246 1.051 0.839 0.708 0.597 0.541 0.504 0.477 0.432 0.402 0.339 0.307 0.271 0.250 0.229 71


72 1.484 1.253 1.058 0.846 0.715 0.603 0.547 0.509 0.482 0.437 0.407 0.344 0.312 0.275 0.253 0.232 72


73 1.492 1.261 1.066 0.853 0.721 0.609 0.552 0.515 0.488 0.442 0.412 0.349 0.316 0.279 0.257 0.236 73


74 1.499 1.268 1.073 0.860 0.728 0.616 0.558 0.521 0.493 0.447 0.417 0.353 0.320 0.283 0.261 0.239 74


75 1.507 1.276 1.080 0.867 0.734 0.622 0.564 0.526 0.499 0.453 0.423 0.358 0.325 0.287 0.265 0.243 75


76 1.515 1.284 1.088 0.874 0.741 0.628 0.570 0.532 0.505 0.458 0.428 0.363 0.329 0.291 0.269 0.247 76


77 1.522 1.291 1.096 0.881 0.748 0.634 0.576 0.538 0.510 0.464 0.433 0.367 0.334 0.296 0.273 0.251 77


78 1.530 1.299 1.103 0.889 0.755 0.641 0.582 0.544 0.516 0.469 0.438 0.372 0.338 0.300 0.277 0.255 78


79 1.538 1.307 1.111 0.896 0.762 0.647 0.589 0.550 0.522 0.475 0.444 0.377 0.343 0.304 0.281 0.259 79


80 1.545 1.315 1.119 0.903 0.769 0.654 0.595 0.556 0.528 0.480 0.449 0.382 0.348 0.309 0.285 0.263 80


81 1.553 1.323 1.126 0.911 0.776 0.660 0.601 0.562 0.534 0.486 0.455 0.387 0.353 0.313 0.290 0.267 81


82 1.561 1.331 1.134 0.918 0.783 0.667 0.608 0.569 0.540 0.492 0.460 0.392 0.357 0.318 0.294 0.271 82


83 1.569 1.339 1.142 0.926 0.790 0.674 0.614 0.575 0.546 0.498 0.466 0.398 0.362 0.322 0.298 0.275 83


84 1.577 1.347 1.150 0.933 0.797 0.681 0.621 0.581 0.552 0.504 0.472 0.403 0.367 0.327 0.303 0.279 84


85 1.585 1.355 1.158 0.941 0.804 0.688 0.627 0.588 0.559 0.510 0.478 0.408 0.372 0.332 0.307 0.284 85


86 1.593 1.363 1.166 0.949 0.812 0.694 0.634 0.594 0.565 0.516 0.483 0.414 0.378 0.337 0.312 0.288 86


87 1.601 1.371 1.174 0.957 0.819 0.701 0.641 0.601 0.572 0.522 0.489 0.419 0.383 0.341 0.317 0.292 87


88 1.609 1.379 1.182 0.964 0.827 0.709 0.648 0.607 0.578 0.528 0.495 0.425 0.388 0.346 0.321 0.297 88


89 1.617 1.388 1.190 0.972 0.834 0.716 0.654 0.614 0.585 0.534 0.502 0.430 0.393 0.351 0.326 0.302 89


90 1.625 1.396 1.199 0.980 0.842 0.723 0.661 0.621 0.591 0.541 0.508 0.436 0.399 0.357 0.331 0.306 90


91 1.633 1.404 1.207 0.988 0.850 0.730 0.668 0.628 0.598 0.547 0.514 0.442 0.404 0.362 0.336 0.311 91


92 1.642 1.413 1.215 0.996 0.857 0.738 0.676 0.635 0.605 0.554 0.520 0.448 0.410 0.367 0.341 0.316 92


93 1.650 1.421 1.224 1.005 0.865 0.745 0.683 0.642 0.612 0.560 0.527 0.454 0.416 0.372 0.346 0.321 93


94 1.658 1.430 1.232 1.013 0.873 0.753 0.690 0.649 0.619 0.567 0.533 0.460 0.421 0.378 0.351 0.326 94


95 1.667 1.438 1.241 1.021 0.881 0.760 0.697 0.656 0.626 0.574 0.540 0.466 0.427 0.383 0.357 0.331 95


96 1.675 1.447 1.250 1.030 0.889 0.768 0.705 0.663 0.633 0.581 0.546 0.472 0.433 0.389 0.362 0.336 96


97 1.684 1.456 1.258 1.038 0.897 0.776 0.712 0.671 0.640 0.588 0.553 0.478 0.439 0.394 0.368 0.341 97


98 1.692 1.464 1.267 1.046 0.905 0.783 0.720 0.678 0.647 0.595 0.560 0.485 0.445 0.400 0.373 0.346 98


99 1.701 1.473 1.276 1.055 0.914 0.791 0.728 0.685 0.654 0.602 0.567 0.491 0.451 0.406 0.379 0.352 99


100 1.709 1.482 1.285 1.064 0.922 0.799 0.735 0.693 0.662 0.609 0.574 0.498 0.458 0.412 0.384 0.357 100


101 1.713 1.486 1.289 1.068 0.926 0.803 0.739 0.697 0.666 0.612 0.577 0.501 0.461 0.415 0.387 0.360 101


102 1.718 1.491 1.293 1.072 0.930 0.807 0.743 0.701 0.669 0.616 0.581 0.504 0.464 0.418 0.390 0.363 102


103 1.722 1.495 1.298 1.077 0.935 0.811 0.747 0.704 0.673 0.620 0.584 0.507 0.467 0.421 0.393 0.365 103


104 1.726 1.499 1.302 1.081 0.939 0.815 0.751 0.708 0.677 0.623 0.588 0.511 0.470 0.424 0.396 0.368 104


105 1.730 1.504 1.307 1.085 0.943 0.820 0.755 0.712 0.681 0.627 0.591 0.514 0.473 0.427 0.399 0.371 105


106 1.734 1.508 1.311 1.090 0.947 0.824 0.759 0.716 0.685 0.631 0.595 0.517 0.477 0.430 0.402 0.374 106


107 1.739 1.512 1.316 1.094 0.952 0.828 0.763 0.720 0.688 0.634 0.599 0.521 0.480 0.433 0.405 0.377 107


108 1.743 1.517 1.320 1.098 0.956 0.832 0.767 0.724 0.692 0.638 0.602 0.524 0.483 0.436 0.408 0.380 108


109 1.747 1.521 1.324 1.103 0.960 0.836 0.771 0.728 0.696 0.642 0.606 0.528 0.487 0.439 0.411 0.383 109


110 1.751 1.526 1.329 1.107 0.964 0.840 0.775 0.732 0.700 0.646 0.610 0.531 0.490 0.443 0.414 0.385 110


111 1.756 1.530 1.334 1.112 0.969 0.844 0.779 0.736 0.704 0.650 0.613 0.535 0.493 0.446 0.417 0.388 111


112 1.760 1.535 1.338 1.116 0.973 0.849 0.783 0.740 0.708 0.653 0.617 0.538 0.497 0.449 0.420 0.391 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 10. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR3, Monument Creek at Dirty Woman Creek downstream to Monument Creek at Tri-Lakes wastewater-treatment 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 1.764 1.539 1.343 1.121 0.978 0.853 0.787 0.744 0.712 0.657 0.621 0.542 0.500 0.452 0.423 0.394 113


114 1.769 1.544 1.347 1.125 0.982 0.857 0.791 0.748 0.716 0.661 0.625 0.545 0.503 0.455 0.426 0.397 114


115 1.773 1.548 1.352 1.130 0.986 0.861 0.796 0.752 0.720 0.665 0.629 0.549 0.507 0.459 0.429 0.401 115


116 1.777 1.553 1.356 1.134 0.991 0.866 0.800 0.756 0.724 0.669 0.632 0.552 0.510 0.462 0.433 0.404 116


117 1.782 1.557 1.361 1.139 0.995 0.870 0.804 0.760 0.728 0.673 0.636 0.556 0.514 0.465 0.436 0.407 117


118 1.786 1.562 1.366 1.143 1.000 0.874 0.808 0.764 0.732 0.677 0.640 0.560 0.517 0.469 0.439 0.410 118


119 1.790 1.566 1.370 1.148 1.004 0.879 0.812 0.769 0.736 0.681 0.644 0.563 0.521 0.472 0.442 0.413 119


120 1.795 1.571 1.375 1.153 1.009 0.883 0.817 0.773 0.740 0.685 0.648 0.567 0.525 0.475 0.446 0.416 120


121 1.799 1.575 1.379 1.157 1.013 0.887 0.821 0.777 0.744 0.689 0.652 0.571 0.528 0.479 0.449 0.419 121


122 1.804 1.580 1.384 1.162 1.018 0.892 0.825 0.781 0.749 0.693 0.656 0.575 0.532 0.482 0.452 0.423 122


123 1.808 1.585 1.389 1.167 1.022 0.896 0.830 0.785 0.753 0.697 0.660 0.578 0.535 0.486 0.456 0.426 123


124 1.812 1.589 1.394 1.171 1.027 0.901 0.834 0.790 0.757 0.701 0.664 0.582 0.539 0.489 0.459 0.429 124


125 1.817 1.594 1.398 1.176 1.032 0.905 0.838 0.794 0.761 0.705 0.668 0.586 0.543 0.493 0.462 0.432 125


126 1.821 1.599 1.403 1.181 1.036 0.910 0.843 0.798 0.766 0.709 0.672 0.590 0.546 0.496 0.466 0.436 126


127 1.826 1.603 1.408 1.186 1.041 0.914 0.847 0.803 0.770 0.714 0.676 0.594 0.550 0.500 0.469 0.439 127


128 1.830 1.608 1.413 1.190 1.046 0.919 0.852 0.807 0.774 0.718 0.680 0.598 0.554 0.504 0.473 0.442 128


129 1.835 1.613 1.417 1.195 1.050 0.923 0.856 0.812 0.779 0.722 0.684 0.602 0.558 0.507 0.476 0.446 129


130 1.839 1.617 1.422 1.200 1.055 0.928 0.861 0.816 0.783 0.726 0.688 0.605 0.562 0.511 0.480 0.449 130


131 1.844 1.622 1.427 1.205 1.060 0.933 0.865 0.820 0.787 0.731 0.693 0.609 0.565 0.515 0.484 0.453 131


132 1.848 1.627 1.432 1.210 1.065 0.937 0.870 0.825 0.792 0.735 0.697 0.613 0.569 0.518 0.487 0.456 132


133 1.853 1.631 1.437 1.215 1.069 0.942 0.874 0.829 0.796 0.739 0.701 0.617 0.573 0.522 0.491 0.460 133


134 1.857 1.636 1.442 1.219 1.074 0.947 0.879 0.834 0.801 0.744 0.705 0.622 0.577 0.526 0.494 0.463 134


135 1.862 1.641 1.447 1.224 1.079 0.951 0.884 0.838 0.805 0.748 0.710 0.626 0.581 0.530 0.498 0.467 135


136 1.866 1.646 1.451 1.229 1.084 0.956 0.888 0.843 0.810 0.752 0.714 0.630 0.585 0.533 0.502 0.470 136


137 1.871 1.651 1.456 1.234 1.089 0.961 0.893 0.848 0.814 0.757 0.718 0.634 0.589 0.537 0.505 0.474 137


138 1.875 1.655 1.461 1.239 1.094 0.966 0.898 0.852 0.819 0.761 0.723 0.638 0.593 0.541 0.509 0.478 138


139 1.880 1.660 1.466 1.244 1.099 0.970 0.902 0.857 0.823 0.766 0.727 0.642 0.597 0.545 0.513 0.481 139


140 1.884 1.665 1.471 1.249 1.104 0.975 0.907 0.862 0.828 0.770 0.732 0.646 0.601 0.549 0.517 0.485 140


141 1.889 1.670 1.476 1.254 1.109 0.980 0.912 0.866 0.833 0.775 0.736 0.651 0.605 0.553 0.521 0.489 141


142 1.894 1.675 1.481 1.259 1.114 0.985 0.917 0.871 0.837 0.779 0.741 0.655 0.610 0.557 0.525 0.492 142


143 1.898 1.680 1.486 1.264 1.119 0.990 0.922 0.876 0.842 0.784 0.745 0.659 0.614 0.561 0.528 0.496 143


144 1.903 1.685 1.491 1.269 1.124 0.995 0.926 0.881 0.847 0.789 0.750 0.664 0.618 0.565 0.532 0.500 144


145 1.908 1.690 1.496 1.275 1.129 1.000 0.931 0.885 0.852 0.793 0.754 0.668 0.622 0.569 0.536 0.504 145


146 1.912 1.694 1.501 1.280 1.134 1.005 0.936 0.890 0.856 0.798 0.759 0.672 0.626 0.573 0.540 0.508 146


147 1.917 1.699 1.507 1.285 1.139 1.010 0.941 0.895 0.861 0.803 0.763 0.677 0.631 0.577 0.544 0.512 147


148 1.922 1.704 1.512 1.290 1.144 1.015 0.946 0.900 0.866 0.807 0.768 0.681 0.635 0.581 0.548 0.516 148


149 1.926 1.709 1.517 1.295 1.149 1.020 0.951 0.905 0.871 0.812 0.773 0.686 0.639 0.585 0.552 0.520 149


150 1.931 1.714 1.522 1.300 1.154 1.025 0.956 0.910 0.876 0.817 0.777 0.690 0.644 0.590 0.557 0.524 150


151 1.936 1.719 1.527 1.306 1.160 1.030 0.961 0.915 0.881 0.822 0.782 0.695 0.648 0.594 0.561 0.528 151


152 1.940 1.724 1.532 1.311 1.165 1.035 0.966 0.920 0.886 0.826 0.787 0.699 0.653 0.598 0.565 0.532 152


153 1.945 1.729 1.537 1.316 1.170 1.040 0.971 0.925 0.891 0.831 0.792 0.704 0.657 0.603 0.569 0.536 153


154 1.950 1.734 1.543 1.321 1.175 1.045 0.976 0.930 0.896 0.836 0.797 0.708 0.662 0.607 0.573 0.540 154


155 1.955 1.739 1.548 1.327 1.181 1.051 0.981 0.935 0.901 0.841 0.801 0.713 0.666 0.611 0.578 0.544 155


156 1.959 1.745 1.553 1.332 1.186 1.056 0.987 0.940 0.906 0.846 0.806 0.718 0.671 0.616 0.582 0.548 156


157 1.964 1.750 1.558 1.337 1.191 1.061 0.992 0.945 0.911 0.851 0.811 0.723 0.675 0.620 0.586 0.552 157


158 1.969 1.755 1.564 1.343 1.197 1.066 0.997 0.950 0.916 0.856 0.816 0.727 0.680 0.625 0.591 0.557 158


159 1.974 1.760 1.569 1.348 1.202 1.072 1.002 0.956 0.921 0.861 0.821 0.732 0.685 0.629 0.595 0.561 159


160 1.979 1.765 1.574 1.354 1.207 1.077 1.007 0.961 0.926 0.866 0.826 0.737 0.689 0.634 0.599 0.565 160


161 1.983 1.770 1.580 1.359 1.213 1.082 1.013 0.966 0.931 0.871 0.831 0.742 0.694 0.638 0.604 0.569 161


162 1.988 1.775 1.585 1.365 1.218 1.088 1.018 0.971 0.937 0.876 0.836 0.747 0.699 0.643 0.608 0.574 162


163 1.993 1.781 1.591 1.370 1.224 1.093 1.023 0.977 0.942 0.882 0.841 0.752 0.703 0.647 0.613 0.578 163


164 1.998 1.786 1.596 1.376 1.229 1.099 1.029 0.982 0.947 0.887 0.846 0.756 0.708 0.652 0.617 0.583 164


165 2.003 1.791 1.601 1.381 1.235 1.104 1.034 0.987 0.952 0.892 0.852 0.761 0.713 0.657 0.622 0.587 165


166 2.008 1.796 1.607 1.387 1.240 1.110 1.040 0.993 0.958 0.897 0.857 0.766 0.718 0.661 0.627 0.592 166


167 2.013 1.801 1.612 1.392 1.246 1.115 1.045 0.998 0.963 0.903 0.862 0.771 0.723 0.666 0.631 0.596 167


168 2.018 1.807 1.618 1.398 1.252 1.121 1.051 1.004 0.969 0.908 0.867 0.777 0.728 0.671 0.636 0.601 168

Supplemental Information  

Table 10. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR3, Monument Creek at Dirty Woman Creek downstream to Monument Creek at Tri-Lakes wastewater-treatment 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 2.023 1.812 1.623 1.404 1.257 1.126 1.056 1.009 0.974 0.913 0.872 0.782 0.733 0.676 0.641 0.605 169


170 2.027 1.817 1.629 1.409 1.263 1.132 1.062 1.014 0.979 0.919 0.878 0.787 0.738 0.681 0.645 0.610 170


171 2.032 1.823 1.634 1.415 1.269 1.138 1.067 1.020 0.985 0.924 0.883 0.792 0.743 0.686 0.650 0.615 171


172 2.037 1.828 1.640 1.421 1.274 1.143 1.073 1.026 0.990 0.930 0.889 0.797 0.748 0.691 0.655 0.619 172


173 2.042 1.833 1.645 1.426 1.280 1.149 1.079 1.031 0.996 0.935 0.894 0.802 0.753 0.696 0.660 0.624 173


174 2.047 1.839 1.651 1.432 1.286 1.155 1.084 1.037 1.002 0.940 0.899 0.808 0.758 0.701 0.665 0.629 174


175 2.052 1.844 1.657 1.438 1.292 1.160 1.090 1.042 1.007 0.946 0.905 0.813 0.764 0.706 0.670 0.634 175


176 2.057 1.849 1.662 1.444 1.297 1.166 1.096 1.048 1.013 0.952 0.910 0.818 0.769 0.711 0.675 0.639 176


177 2.062 1.855 1.668 1.449 1.303 1.172 1.101 1.054 1.019 0.957 0.916 0.824 0.774 0.716 0.680 0.644 177


178 2.067 1.860 1.673 1.455 1.309 1.178 1.107 1.060 1.024 0.963 0.921 0.829 0.779 0.721 0.685 0.649 178


179 2.072 1.865 1.679 1.461 1.315 1.184 1.113 1.065 1.030 0.969 0.927 0.834 0.785 0.726 0.690 0.654 179


180 2.078 1.871 1.685 1.467 1.321 1.190 1.119 1.071 1.036 0.974 0.933 0.840 0.790 0.731 0.695 0.659 180


181 2.083 1.876 1.691 1.473 1.327 1.196 1.125 1.077 1.042 0.980 0.938 0.845 0.795 0.737 0.700 0.664 181


182 2.088 1.882 1.696 1.479 1.333 1.201 1.131 1.083 1.047 0.986 0.944 0.851 0.801 0.742 0.705 0.669 182


183 2.093 1.887 1.702 1.485 1.339 1.207 1.137 1.089 1.053 0.992 0.950 0.857 0.806 0.747 0.711 0.674 183


184 2.098 1.893 1.708 1.491 1.345 1.213 1.143 1.095 1.059 0.997 0.956 0.862 0.812 0.753 0.716 0.679 184


185 2.103 1.898 1.714 1.497 1.351 1.220 1.149 1.101 1.065 1.003 0.961 0.868 0.817 0.758 0.721 0.684 185


186 2.108 1.904 1.719 1.503 1.357 1.226 1.155 1.107 1.071 1.009 0.967 0.874 0.823 0.764 0.727 0.690 186


187 2.113 1.909 1.725 1.509 1.363 1.232 1.161 1.113 1.077 1.015 0.973 0.879 0.829 0.769 0.732 0.695 187


188 2.118 1.915 1.731 1.515 1.369 1.238 1.167 1.119 1.083 1.021 0.979 0.885 0.834 0.775 0.738 0.700 188


189 2.124 1.921 1.737 1.521 1.376 1.244 1.173 1.125 1.089 1.027 0.985 0.891 0.840 0.780 0.743 0.706 189


190 2.129 1.926 1.743 1.527 1.382 1.250 1.179 1.131 1.095 1.033 0.991 0.897 0.846 0.786 0.749 0.711 190


191 2.134 1.932 1.749 1.533 1.388 1.256 1.185 1.137 1.102 1.039 0.997 0.903 0.852 0.791 0.754 0.716 191


192 2.139 1.938 1.755 1.539 1.394 1.263 1.192 1.144 1.108 1.045 1.003 0.909 0.857 0.797 0.760 0.722 192


193 2.144 1.943 1.761 1.546 1.400 1.269 1.198 1.150 1.114 1.052 1.009 0.915 0.863 0.803 0.765 0.727 193


194 2.150 1.949 1.767 1.552 1.407 1.275 1.204 1.156 1.120 1.058 1.016 0.921 0.869 0.809 0.771 0.733 194


195 2.155 1.955 1.773 1.558 1.413 1.282 1.211 1.162 1.127 1.064 1.022 0.927 0.875 0.814 0.777 0.739 195


196 2.160 1.960 1.779 1.564 1.419 1.288 1.217 1.169 1.133 1.070 1.028 0.933 0.881 0.820 0.783 0.744 196


197 2.165 1.966 1.785 1.571 1.426 1.294 1.223 1.175 1.139 1.077 1.034 0.939 0.887 0.826 0.788 0.750 197


198 2.171 1.972 1.791 1.577 1.432 1.301 1.230 1.182 1.146 1.083 1.040 0.945 0.893 0.832 0.794 0.756 198


199 2.176 1.977 1.797 1.583 1.439 1.307 1.236 1.188 1.152 1.089 1.047 0.951 0.899 0.838 0.800 0.762 199


200 2.181 1.983 1.803 1.590 1.445 1.314 1.243 1.194 1.158 1.096 1.053 0.957 0.906 0.844 0.806 0.767 200

Creek.—Continued 

Table 11. 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility downstream to Monument Creek at Beaver 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.039 0.028 0.020 0.013 0.009 0.007 0.005 0.005 0.004 0.004 0.003 0.002 0.002 0.001 0.001 0.001 1 

2 0.065 0.047 0.034 0.022 0.016 0.011 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.002 0.002 2 

3 0.110 0.079 0.057 0.037 0.027 0.020 0.016 0.014 0.013 0.010 0.009 0.007 0.005 0.004 0.004 0.003 3 

4 0.136 0.099 0.072 0.047 0.034 0.025 0.021 0.018 0.016 0.013 0.012 0.009 0.007 0.006 0.005 0.004 4 

5 0.168 0.123 0.090 0.059 0.043 0.032 0.026 0.023 0.021 0.017 0.015 0.011 0.009 0.007 0.006 0.005 5 

6 0.193 0.142 0.104 0.069 0.050 0.037 0.031 0.027 0.025 0.020 0.018 0.013 0.011 0.009 0.008 0.006 6 

7 0.222 0.163 0.120 0.080 0.059 0.043 0.036 0.032 0.029 0.024 0.021 0.016 0.013 0.010 0.009 0.008 7 

8 0.242 0.179 0.132 0.088 0.065 0.048 0.040 0.036 0.032 0.027 0.024 0.018 0.015 0.012 0.010 0.009 8 

9 0.263 0.195 0.145 0.098 0.073 0.054 0.045 0.040 0.036 0.030 0.027 0.020 0.017 0.014 0.012 0.010 9 

10 0.287 0.214 0.159 0.108 0.081 0.060 0.051 0.045 0.041 0.034 0.030 0.023 0.019 0.015 0.013 0.011 10 

11 0.301 0.226 0.169 0.115 0.086 0.065 0.054 0.048 0.044 0.037 0.033 0.025 0.021 0.017 0.015 0.013 11 

12 0.317 0.238 0.179 0.123 0.092 0.069 0.059 0.052 0.047 0.040 0.036 0.027 0.023 0.018 0.016 0.014 12 

13 0.333 0.251 0.190 0.131 0.099 0.074 0.063 0.056 0.051 0.043 0.039 0.029 0.025 0.020 0.017 0.015 13 

14 0.350 0.265 0.201 0.139 0.105 0.080 0.068 0.060 0.055 0.047 0.042 0.032 0.027 0.022 0.019 0.017 14 

15 0.368 0.280 0.213 0.148 0.113 0.086 0.073 0.065 0.060 0.051 0.045 0.034 0.029 0.024 0.021 0.018 15 

16 0.380 0.290 0.221 0.155 0.118 0.090 0.077 0.069 0.063 0.054 0.048 0.037 0.031 0.026 0.022 0.020 16 

17 0.392 0.300 0.230 0.161 0.123 0.094 0.081 0.072 0.066 0.057 0.051 0.039 0.033 0.027 0.024 0.021 17 

18 0.404 0.310 0.238 0.168 0.129 0.099 0.085 0.076 0.070 0.060 0.054 0.041 0.035 0.029 0.025 0.022 18 

19 0.417 0.321 0.247 0.175 0.135 0.104 0.089 0.080 0.074 0.063 0.057 0.044 0.037 0.031 0.027 0.024 19 

20 0.430 0.332 0.257 0.183 0.141 0.109 0.094 0.084 0.078 0.067 0.060 0.046 0.040 0.033 0.029 0.025 20 

21 0.439 0.340 0.263 0.188 0.145 0.113 0.097 0.087 0.080 0.069 0.062 0.048 0.042 0.034 0.030 0.027 21 

22 0.447 0.347 0.270 0.193 0.150 0.116 0.100 0.090 0.083 0.072 0.065 0.050 0.043 0.036 0.032 0.028 22 

23 0.456 0.355 0.276 0.198 0.154 0.120 0.104 0.094 0.086 0.074 0.067 0.052 0.045 0.038 0.033 0.029 23 

24 0.465 0.363 0.283 0.204 0.159 0.124 0.107 0.097 0.089 0.077 0.070 0.054 0.047 0.039 0.035 0.031 24 

25 0.474 0.371 0.290 0.210 0.164 0.128 0.111 0.100 0.093 0.080 0.073 0.057 0.049 0.041 0.036 0.032 25 

26 0.484 0.379 0.297 0.216 0.169 0.132 0.115 0.104 0.096 0.083 0.075 0.059 0.051 0.043 0.038 0.034 26 

27 0.493 0.388 0.305 0.222 0.174 0.137 0.119 0.108 0.100 0.086 0.078 0.061 0.053 0.045 0.040 0.035 27 

28 0.503 0.396 0.312 0.228 0.179 0.141 0.123 0.111 0.103 0.090 0.081 0.064 0.056 0.047 0.042 0.037 28 

29 0.513 0.405 0.320 0.234 0.185 0.146 0.127 0.115 0.107 0.093 0.085 0.067 0.058 0.049 0.044 0.039 29 

30 0.523 0.414 0.328 0.241 0.191 0.151 0.132 0.119 0.111 0.097 0.088 0.069 0.061 0.051 0.046 0.040 30 

31 0.530 0.421 0.334 0.246 0.195 0.154 0.135 0.122 0.114 0.099 0.090 0.072 0.062 0.053 0.047 0.042 31 

32 0.538 0.427 0.340 0.250 0.199 0.158 0.138 0.126 0.117 0.102 0.093 0.074 0.064 0.054 0.049 0.043 32 

33 0.546 0.434 0.346 0.256 0.203 0.162 0.142 0.129 0.120 0.105 0.095 0.076 0.066 0.056 0.050 0.045 33 

34 0.554 0.441 0.352 0.261 0.208 0.166 0.145 0.132 0.123 0.107 0.098 0.078 0.068 0.058 0.052 0.046 34 

35 0.562 0.449 0.358 0.266 0.212 0.169 0.149 0.135 0.126 0.110 0.100 0.080 0.070 0.059 0.053 0.048 35 

36 0.570 0.456 0.364 0.271 0.217 0.173 0.152 0.139 0.129 0.113 0.103 0.083 0.072 0.061 0.055 0.049 36 

37 0.578 0.463 0.371 0.277 0.222 0.178 0.156 0.142 0.132 0.116 0.106 0.085 0.075 0.063 0.057 0.051 37 

38 0.587 0.471 0.378 0.282 0.226 0.182 0.160 0.146 0.136 0.119 0.109 0.087 0.077 0.065 0.059 0.052 38 

39 0.595 0.478 0.384 0.288 0.231 0.186 0.164 0.149 0.139 0.123 0.112 0.090 0.079 0.067 0.061 0.054 39 

40 0.604 0.486 0.391 0.294 0.236 0.190 0.168 0.153 0.143 0.126 0.115 0.093 0.082 0.069 0.062 0.056 40 

41 0.610 0.492 0.396 0.298 0.240 0.194 0.171 0.156 0.145 0.128 0.117 0.094 0.083 0.071 0.064 0.057 41 

42 0.617 0.498 0.402 0.302 0.244 0.197 0.174 0.159 0.148 0.131 0.120 0.096 0.085 0.073 0.065 0.059 42 

43 0.623 0.504 0.407 0.307 0.248 0.200 0.177 0.162 0.151 0.133 0.122 0.099 0.087 0.074 0.067 0.060 43 

44 0.630 0.510 0.412 0.311 0.252 0.204 0.180 0.165 0.154 0.136 0.124 0.101 0.089 0.076 0.069 0.062 44 

45 0.637 0.516 0.418 0.316 0.256 0.207 0.183 0.168 0.157 0.139 0.127 0.103 0.091 0.078 0.070 0.063 45 

46 0.644 0.522 0.423 0.321 0.260 0.211 0.186 0.171 0.160 0.141 0.129 0.105 0.093 0.080 0.072 0.065 46 

47 0.650 0.528 0.429 0.325 0.264 0.214 0.190 0.174 0.163 0.144 0.132 0.107 0.095 0.081 0.074 0.066 47 

48 0.657 0.534 0.434 0.330 0.268 0.218 0.193 0.177 0.166 0.147 0.135 0.110 0.097 0.083 0.075 0.068 48 

49 0.664 0.541 0.440 0.335 0.273 0.222 0.197 0.181 0.169 0.150 0.137 0.112 0.099 0.085 0.077 0.069 49 

50 0.671 0.547 0.446 0.340 0.277 0.226 0.200 0.184 0.172 0.153 0.140 0.114 0.101 0.087 0.079 0.071 50 

51 0.674 0.550 0.449 0.343 0.279 0.228 0.202 0.186 0.174 0.154 0.142 0.116 0.103 0.088 0.080 0.072 51 

52 0.677 0.553 0.452 0.345 0.282 0.230 0.204 0.188 0.176 0.156 0.144 0.117 0.104 0.090 0.081 0.073 52 

53 0.681 0.556 0.454 0.348 0.284 0.232 0.207 0.190 0.178 0.158 0.145 0.119 0.106 0.091 0.082 0.074 53 

54 0.684 0.559 0.457 0.351 0.287 0.235 0.209 0.192 0.180 0.160 0.147 0.120 0.107 0.092 0.084 0.075 54 

55 0.687 0.562 0.461 0.354 0.289 0.237 0.211 0.194 0.182 0.162 0.149 0.122 0.109 0.094 0.085 0.077 55 

56 0.690 0.566 0.464 0.356 0.292 0.239 0.213 0.196 0.184 0.164 0.151 0.124 0.110 0.095 0.086 0.078 56 
Supplemental Information  

Table 11. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility downstream to Monument Creek at Beaver 

Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 0.693 0.569 0.467 0.359 0.295 0.242 0.215 0.198 0.186 0.166 0.153 0.125 0.112 0.096 0.088 0.079 57


58 0.697 0.572 0.470 0.362 0.297 0.244 0.218 0.200 0.188 0.168 0.154 0.127 0.113 0.098 0.089 0.080 58


59 0.700 0.575 0.473 0.365 0.300 0.246 0.220 0.203 0.190 0.170 0.156 0.129 0.115 0.099 0.090 0.082 59


60 0.703 0.578 0.476 0.368 0.303 0.249 0.222 0.205 0.192 0.172 0.158 0.130 0.116 0.101 0.092 0.083 60


61 0.706 0.582 0.479 0.371 0.305 0.251 0.224 0.207 0.194 0.174 0.160 0.132 0.118 0.102 0.093 0.084 61


62 0.710 0.585 0.482 0.374 0.308 0.254 0.227 0.209 0.197 0.176 0.162 0.134 0.119 0.104 0.094 0.085 62


63 0.713 0.588 0.485 0.377 0.311 0.256 0.229 0.212 0.199 0.178 0.164 0.135 0.121 0.105 0.096 0.087 63


64 0.716 0.592 0.489 0.380 0.313 0.259 0.232 0.214 0.201 0.180 0.166 0.137 0.123 0.107 0.097 0.088 64


65 0.719 0.595 0.492 0.383 0.316 0.261 0.234 0.216 0.203 0.182 0.168 0.139 0.124 0.108 0.099 0.089 65


66 0.723 0.598 0.495 0.386 0.319 0.264 0.236 0.219 0.206 0.184 0.170 0.141 0.126 0.110 0.100 0.091 66


67 0.726 0.602 0.498 0.389 0.322 0.267 0.239 0.221 0.208 0.186 0.172 0.143 0.128 0.111 0.102 0.092 67


68 0.729 0.605 0.502 0.392 0.325 0.269 0.241 0.223 0.210 0.188 0.174 0.145 0.130 0.113 0.103 0.094 68


69 0.733 0.608 0.505 0.395 0.328 0.272 0.244 0.226 0.213 0.191 0.176 0.147 0.131 0.115 0.105 0.095 69


70 0.736 0.612 0.508 0.398 0.331 0.275 0.246 0.228 0.215 0.193 0.179 0.148 0.133 0.116 0.106 0.097 70


71 0.740 0.615 0.512 0.401 0.333 0.277 0.249 0.231 0.217 0.195 0.181 0.150 0.135 0.118 0.108 0.098 71


72 0.743 0.619 0.515 0.404 0.336 0.280 0.252 0.233 0.220 0.197 0.183 0.152 0.137 0.120 0.109 0.100 72


73 0.747 0.622 0.518 0.407 0.339 0.283 0.254 0.236 0.222 0.200 0.185 0.154 0.139 0.121 0.111 0.101 73


74 0.750 0.626 0.522 0.411 0.342 0.286 0.257 0.238 0.225 0.202 0.187 0.156 0.141 0.123 0.113 0.103 74


75 0.754 0.629 0.525 0.414 0.346 0.288 0.260 0.241 0.227 0.205 0.190 0.158 0.143 0.125 0.114 0.104 75


76 0.757 0.633 0.529 0.417 0.349 0.291 0.262 0.244 0.230 0.207 0.192 0.161 0.145 0.127 0.116 0.106 76


77 0.761 0.636 0.532 0.420 0.352 0.294 0.265 0.246 0.232 0.209 0.194 0.163 0.147 0.129 0.118 0.107 77


78 0.764 0.640 0.536 0.424 0.355 0.297 0.268 0.249 0.235 0.212 0.197 0.165 0.149 0.130 0.120 0.109 78


79 0.768 0.643 0.539 0.427 0.358 0.300 0.271 0.252 0.238 0.214 0.199 0.167 0.151 0.132 0.121 0.111 79


80 0.771 0.647 0.543 0.430 0.361 0.303 0.273 0.254 0.240 0.217 0.202 0.169 0.153 0.134 0.123 0.113 80


81 0.775 0.651 0.546 0.434 0.364 0.306 0.276 0.257 0.243 0.219 0.204 0.171 0.155 0.136 0.125 0.114 81


82 0.778 0.654 0.550 0.437 0.368 0.309 0.279 0.260 0.246 0.222 0.207 0.174 0.157 0.138 0.127 0.116 82


83 0.782 0.658 0.554 0.441 0.371 0.312 0.282 0.263 0.248 0.225 0.209 0.176 0.159 0.140 0.129 0.118 83


84 0.786 0.662 0.557 0.444 0.374 0.315 0.285 0.266 0.251 0.227 0.212 0.178 0.161 0.142 0.131 0.120 84


85 0.789 0.665 0.561 0.448 0.377 0.318 0.288 0.268 0.254 0.230 0.214 0.181 0.163 0.144 0.133 0.122 85


86 0.793 0.669 0.565 0.451 0.381 0.321 0.291 0.271 0.257 0.233 0.217 0.183 0.166 0.146 0.135 0.123 86


87 0.797 0.673 0.568 0.455 0.384 0.325 0.294 0.274 0.260 0.235 0.219 0.185 0.168 0.148 0.137 0.125 87


88 0.800 0.677 0.572 0.458 0.388 0.328 0.297 0.277 0.263 0.238 0.222 0.188 0.170 0.150 0.139 0.127 88


89 0.804 0.680 0.576 0.462 0.391 0.331 0.300 0.280 0.266 0.241 0.225 0.190 0.173 0.153 0.141 0.129 89


90 0.808 0.684 0.580 0.466 0.395 0.334 0.303 0.283 0.269 0.244 0.228 0.193 0.175 0.155 0.143 0.131 90


91 0.811 0.688 0.584 0.469 0.398 0.338 0.307 0.286 0.272 0.247 0.230 0.195 0.177 0.157 0.145 0.133 91


92 0.815 0.692 0.587 0.473 0.402 0.341 0.310 0.289 0.275 0.250 0.233 0.198 0.180 0.159 0.147 0.135 92


93 0.819 0.696 0.591 0.477 0.405 0.344 0.313 0.293 0.278 0.252 0.236 0.200 0.182 0.162 0.149 0.137 93


94 0.823 0.700 0.595 0.481 0.409 0.348 0.316 0.296 0.281 0.255 0.239 0.203 0.185 0.164 0.152 0.140 94


95 0.827 0.704 0.599 0.484 0.412 0.351 0.320 0.299 0.284 0.258 0.242 0.206 0.187 0.166 0.154 0.142 95


96 0.830 0.708 0.603 0.488 0.416 0.355 0.323 0.302 0.287 0.261 0.245 0.209 0.190 0.169 0.156 0.144 96


97 0.834 0.712 0.607 0.492 0.420 0.358 0.326 0.306 0.290 0.265 0.248 0.211 0.193 0.171 0.159 0.146 97


98 0.838 0.716 0.611 0.496 0.424 0.362 0.330 0.309 0.293 0.268 0.251 0.214 0.195 0.174 0.161 0.148 98


99 0.842 0.720 0.615 0.500 0.427 0.365 0.333 0.312 0.297 0.271 0.254 0.217 0.198 0.176 0.163 0.151 99


100 0.846 0.724 0.619 0.504 0.431 0.369 0.337 0.316 0.300 0.274 0.257 0.220 0.201 0.179 0.166 0.153 100


101 0.848 0.726 0.621 0.506 0.433 0.371 0.338 0.317 0.302 0.276 0.258 0.221 0.202 0.180 0.167 0.154 101


102 0.850 0.728 0.623 0.508 0.435 0.372 0.340 0.319 0.303 0.277 0.260 0.223 0.203 0.181 0.168 0.155 102


103 0.851 0.730 0.625 0.510 0.437 0.374 0.342 0.321 0.305 0.279 0.261 0.224 0.205 0.183 0.170 0.157 103


104 0.853 0.731 0.627 0.512 0.439 0.376 0.344 0.322 0.307 0.280 0.263 0.225 0.206 0.184 0.171 0.158 104


105 0.855 0.733 0.629 0.514 0.441 0.378 0.345 0.324 0.308 0.282 0.265 0.227 0.208 0.185 0.172 0.159 105


106 0.857 0.735 0.631 0.516 0.442 0.380 0.347 0.326 0.310 0.284 0.266 0.228 0.209 0.187 0.173 0.160 106


107 0.859 0.737 0.633 0.518 0.444 0.382 0.349 0.328 0.312 0.285 0.268 0.230 0.210 0.188 0.175 0.161 107


108 0.861 0.739 0.635 0.520 0.446 0.383 0.351 0.329 0.314 0.287 0.269 0.231 0.212 0.189 0.176 0.163 108


109 0.863 0.741 0.637 0.522 0.448 0.385 0.353 0.331 0.315 0.289 0.271 0.233 0.213 0.191 0.177 0.164 109


110 0.865 0.743 0.639 0.524 0.450 0.387 0.354 0.333 0.317 0.290 0.273 0.234 0.215 0.192 0.178 0.165 110


111 0.866 0.745 0.641 0.526 0.452 0.389 0.356 0.335 0.319 0.292 0.274 0.236 0.216 0.193 0.180 0.166 111


112 0.868 0.747 0.643 0.528 0.454 0.391 0.358 0.336 0.321 0.294 0.276 0.237 0.218 0.195 0.181 0.168 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 11. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility downstream to Monument Creek at Beaver 

Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 0.870 0.749 0.645 0.530 0.456 0.393 0.360 0.338 0.322 0.295 0.278 0.239 0.219 0.196 0.182 0.169 113


114 0.872 0.751 0.647 0.532 0.458 0.395 0.362 0.340 0.324 0.297 0.279 0.241 0.221 0.198 0.184 0.170 114


115 0.874 0.753 0.649 0.534 0.460 0.397 0.364 0.342 0.326 0.299 0.281 0.242 0.222 0.199 0.185 0.172 115


116 0.876 0.755 0.651 0.536 0.462 0.399 0.365 0.344 0.328 0.301 0.283 0.244 0.224 0.200 0.187 0.173 116


117 0.878 0.757 0.654 0.538 0.464 0.400 0.367 0.346 0.329 0.302 0.284 0.245 0.225 0.202 0.188 0.174 117


118 0.880 0.759 0.656 0.540 0.466 0.402 0.369 0.347 0.331 0.304 0.286 0.247 0.227 0.203 0.189 0.176 118


119 0.882 0.761 0.658 0.542 0.468 0.404 0.371 0.349 0.333 0.306 0.288 0.249 0.228 0.205 0.191 0.177 119


120 0.884 0.764 0.660 0.544 0.470 0.406 0.373 0.351 0.335 0.308 0.289 0.250 0.230 0.206 0.192 0.178 120


121 0.886 0.766 0.662 0.546 0.472 0.408 0.375 0.353 0.337 0.309 0.291 0.252 0.231 0.208 0.194 0.180 121


122 0.887 0.768 0.664 0.548 0.474 0.410 0.377 0.355 0.339 0.311 0.293 0.253 0.233 0.209 0.195 0.181 122


123 0.889 0.770 0.666 0.550 0.476 0.412 0.379 0.357 0.340 0.313 0.295 0.255 0.234 0.211 0.196 0.182 123


124 0.891 0.772 0.668 0.552 0.478 0.414 0.381 0.359 0.342 0.315 0.296 0.257 0.236 0.212 0.198 0.184 124


125 0.893 0.774 0.670 0.555 0.480 0.416 0.383 0.361 0.344 0.317 0.298 0.258 0.238 0.214 0.199 0.185 125


126 0.895 0.776 0.673 0.557 0.482 0.418 0.385 0.362 0.346 0.318 0.300 0.260 0.239 0.215 0.201 0.187 126


127 0.897 0.778 0.675 0.559 0.485 0.420 0.387 0.364 0.348 0.320 0.302 0.262 0.241 0.217 0.202 0.188 127


128 0.899 0.780 0.677 0.561 0.487 0.422 0.389 0.366 0.350 0.322 0.304 0.263 0.242 0.218 0.204 0.189 128


129 0.901 0.782 0.679 0.563 0.489 0.424 0.391 0.368 0.352 0.324 0.305 0.265 0.244 0.220 0.205 0.191 129


130 0.903 0.784 0.681 0.565 0.491 0.426 0.393 0.370 0.354 0.326 0.307 0.267 0.246 0.222 0.207 0.192 130


131 0.905 0.786 0.683 0.567 0.493 0.428 0.395 0.372 0.356 0.328 0.309 0.269 0.247 0.223 0.208 0.194 131


132 0.907 0.788 0.685 0.570 0.495 0.431 0.397 0.374 0.358 0.330 0.311 0.270 0.249 0.225 0.210 0.195 132


133 0.909 0.791 0.688 0.572 0.497 0.433 0.399 0.376 0.360 0.332 0.313 0.272 0.251 0.226 0.212 0.197 133


134 0.911 0.793 0.690 0.574 0.500 0.435 0.401 0.378 0.362 0.333 0.315 0.274 0.253 0.228 0.213 0.198 134


135 0.913 0.795 0.692 0.576 0.502 0.437 0.403 0.380 0.364 0.335 0.317 0.276 0.254 0.230 0.215 0.200 135


136 0.915 0.797 0.694 0.578 0.504 0.439 0.405 0.382 0.366 0.337 0.319 0.277 0.256 0.231 0.216 0.201 136


137 0.917 0.799 0.696 0.581 0.506 0.441 0.407 0.384 0.368 0.339 0.320 0.279 0.258 0.233 0.218 0.203 137


138 0.919 0.801 0.699 0.583 0.508 0.443 0.409 0.386 0.370 0.341 0.322 0.281 0.259 0.235 0.219 0.205 138


139 0.921 0.803 0.701 0.585 0.510 0.445 0.411 0.388 0.372 0.343 0.324 0.283 0.261 0.236 0.221 0.206 139


140 0.923 0.806 0.703 0.587 0.513 0.448 0.413 0.391 0.374 0.345 0.326 0.285 0.263 0.238 0.223 0.208 140


141 0.925 0.808 0.705 0.590 0.515 0.450 0.415 0.393 0.376 0.347 0.328 0.287 0.265 0.240 0.224 0.209 141


142 0.927 0.810 0.708 0.592 0.517 0.452 0.418 0.395 0.378 0.349 0.330 0.288 0.267 0.241 0.226 0.211 142


143 0.929 0.812 0.710 0.594 0.519 0.454 0.420 0.397 0.380 0.351 0.332 0.290 0.268 0.243 0.228 0.212 143


144 0.931 0.814 0.712 0.596 0.522 0.456 0.422 0.399 0.382 0.353 0.334 0.292 0.270 0.245 0.229 0.214 144


145 0.933 0.816 0.714 0.599 0.524 0.458 0.424 0.401 0.384 0.355 0.336 0.294 0.272 0.247 0.231 0.216 145


146 0.935 0.819 0.717 0.601 0.526 0.461 0.426 0.403 0.386 0.357 0.338 0.296 0.274 0.248 0.233 0.217 146


147 0.937 0.821 0.719 0.603 0.528 0.463 0.428 0.405 0.388 0.359 0.340 0.298 0.276 0.250 0.235 0.219 147


148 0.939 0.823 0.721 0.606 0.531 0.465 0.431 0.408 0.391 0.362 0.342 0.300 0.278 0.252 0.236 0.221 148


149 0.941 0.825 0.723 0.608 0.533 0.467 0.433 0.410 0.393 0.364 0.344 0.302 0.280 0.254 0.238 0.222 149


150 0.943 0.827 0.726 0.610 0.535 0.470 0.435 0.412 0.395 0.366 0.346 0.304 0.281 0.256 0.240 0.224 150


151 0.945 0.830 0.728 0.613 0.538 0.472 0.437 0.414 0.397 0.368 0.348 0.306 0.283 0.257 0.242 0.226 151


152 0.947 0.832 0.730 0.615 0.540 0.474 0.439 0.416 0.399 0.370 0.351 0.308 0.285 0.259 0.243 0.228 152


153 0.949 0.834 0.733 0.617 0.542 0.476 0.442 0.419 0.401 0.372 0.353 0.310 0.287 0.261 0.245 0.229 153


154 0.952 0.836 0.735 0.620 0.545 0.479 0.444 0.421 0.404 0.374 0.355 0.312 0.289 0.263 0.247 0.231 154


155 0.954 0.839 0.737 0.622 0.547 0.481 0.446 0.423 0.406 0.377 0.357 0.314 0.291 0.265 0.249 0.233 155


156 0.956 0.841 0.740 0.625 0.549 0.483 0.449 0.425 0.408 0.379 0.359 0.316 0.293 0.267 0.251 0.235 156


157 0.958 0.843 0.742 0.627 0.552 0.486 0.451 0.428 0.410 0.381 0.361 0.318 0.295 0.269 0.253 0.236 157


158 0.960 0.845 0.744 0.629 0.554 0.488 0.453 0.430 0.413 0.383 0.363 0.320 0.297 0.271 0.254 0.238 158


159 0.962 0.848 0.747 0.632 0.557 0.491 0.455 0.432 0.415 0.385 0.366 0.322 0.299 0.272 0.256 0.240 159


160 0.964 0.850 0.749 0.634 0.559 0.493 0.458 0.434 0.417 0.388 0.368 0.324 0.301 0.274 0.258 0.242 160


161 0.966 0.852 0.752 0.637 0.561 0.495 0.460 0.437 0.419 0.390 0.370 0.326 0.303 0.276 0.260 0.244 161


162 0.968 0.854 0.754 0.639 0.564 0.498 0.463 0.439 0.422 0.392 0.372 0.328 0.305 0.278 0.262 0.246 162


163 0.970 0.857 0.756 0.642 0.566 0.500 0.465 0.441 0.424 0.394 0.374 0.331 0.307 0.280 0.264 0.248 163


164 0.973 0.859 0.759 0.644 0.569 0.502 0.467 0.444 0.426 0.397 0.377 0.333 0.309 0.282 0.266 0.249 164


165 0.975 0.861 0.761 0.646 0.571 0.505 0.470 0.446 0.429 0.399 0.379 0.335 0.312 0.284 0.268 0.251 165


166 0.977 0.864 0.764 0.649 0.574 0.507 0.472 0.449 0.431 0.401 0.381 0.337 0.314 0.286 0.270 0.253 166


167 0.979 0.866 0.766 0.651 0.576 0.510 0.475 0.451 0.434 0.404 0.383 0.339 0.316 0.289 0.272 0.255 167


168 0.981 0.868 0.768 0.654 0.579 0.512 0.477 0.453 0.436 0.406 0.386 0.341 0.318 0.291 0.274 0.257 168

Supplemental Information  

Table 11. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR4, Monument Creek at Tri-Lakes wastewater-treatment facility downstream to Monument Creek at Beaver 

Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 0.983 0.871 0.771 0.656 0.581 0.515 0.479 0.456 0.438 0.408 0.388 0.344 0.320 0.293 0.276 0.259 169


170 0.985 0.873 0.773 0.659 0.584 0.517 0.482 0.458 0.441 0.411 0.390 0.346 0.322 0.295 0.278 0.261 170


171 0.987 0.875 0.776 0.662 0.586 0.520 0.484 0.461 0.443 0.413 0.393 0.348 0.324 0.297 0.280 0.263 171


172 0.990 0.878 0.778 0.664 0.589 0.522 0.487 0.463 0.446 0.415 0.395 0.350 0.327 0.299 0.282 0.265 172


173 0.992 0.880 0.781 0.667 0.591 0.525 0.489 0.466 0.448 0.418 0.397 0.353 0.329 0.301 0.284 0.267 173


174 0.994 0.882 0.783 0.669 0.594 0.527 0.492 0.468 0.450 0.420 0.400 0.355 0.331 0.303 0.286 0.269 174


175 0.996 0.885 0.786 0.672 0.597 0.530 0.494 0.471 0.453 0.423 0.402 0.357 0.333 0.305 0.288 0.271 175


176 0.998 0.887 0.788 0.674 0.599 0.532 0.497 0.473 0.455 0.425 0.405 0.360 0.336 0.308 0.291 0.273 176


177 1.000 0.889 0.791 0.677 0.602 0.535 0.499 0.476 0.458 0.428 0.407 0.362 0.338 0.310 0.293 0.275 177


178 1.003 0.892 0.793 0.680 0.604 0.538 0.502 0.478 0.460 0.430 0.410 0.364 0.340 0.312 0.295 0.278 178


179 1.005 0.894 0.796 0.682 0.607 0.540 0.505 0.481 0.463 0.433 0.412 0.367 0.343 0.314 0.297 0.280 179


180 1.007 0.897 0.798 0.685 0.610 0.543 0.507 0.483 0.466 0.435 0.414 0.369 0.345 0.317 0.299 0.282 180


181 1.009 0.899 0.801 0.687 0.612 0.545 0.510 0.486 0.468 0.438 0.417 0.371 0.347 0.319 0.301 0.284 181


182 1.011 0.901 0.803 0.690 0.615 0.548 0.512 0.488 0.471 0.440 0.419 0.374 0.350 0.321 0.304 0.286 182


183 1.014 0.904 0.806 0.693 0.618 0.551 0.515 0.491 0.473 0.443 0.422 0.376 0.352 0.323 0.306 0.288 183


184 1.016 0.906 0.809 0.695 0.620 0.553 0.518 0.494 0.476 0.445 0.425 0.379 0.354 0.326 0.308 0.291 184


185 1.018 0.909 0.811 0.698 0.623 0.556 0.520 0.496 0.479 0.448 0.427 0.381 0.357 0.328 0.310 0.293 185


186 1.020 0.911 0.814 0.701 0.626 0.559 0.523 0.499 0.481 0.450 0.430 0.384 0.359 0.330 0.313 0.295 186


187 1.023 0.914 0.816 0.703 0.628 0.562 0.526 0.502 0.484 0.453 0.432 0.386 0.362 0.333 0.315 0.297 187


188 1.025 0.916 0.819 0.706 0.631 0.564 0.528 0.504 0.486 0.456 0.435 0.389 0.364 0.335 0.317 0.300 188


189 1.027 0.919 0.821 0.709 0.634 0.567 0.531 0.507 0.489 0.458 0.437 0.391 0.367 0.338 0.320 0.302 189


190 1.029 0.921 0.824 0.711 0.637 0.570 0.534 0.510 0.492 0.461 0.440 0.394 0.369 0.340 0.322 0.304 190


191 1.031 0.923 0.827 0.714 0.639 0.572 0.537 0.512 0.495 0.464 0.443 0.396 0.372 0.342 0.325 0.307 191


192 1.034 0.926 0.829 0.717 0.642 0.575 0.539 0.515 0.497 0.466 0.445 0.399 0.374 0.345 0.327 0.309 192


193 1.036 0.928 0.832 0.720 0.645 0.578 0.542 0.518 0.500 0.469 0.448 0.402 0.377 0.347 0.329 0.311 193


194 1.038 0.931 0.835 0.722 0.648 0.581 0.545 0.521 0.503 0.472 0.451 0.404 0.379 0.350 0.332 0.314 194


195 1.040 0.933 0.837 0.725 0.651 0.584 0.548 0.523 0.506 0.474 0.453 0.407 0.382 0.352 0.334 0.316 195


196 1.043 0.936 0.840 0.728 0.653 0.586 0.551 0.526 0.508 0.477 0.456 0.409 0.384 0.355 0.337 0.319 196


197 1.045 0.938 0.843 0.731 0.656 0.589 0.553 0.529 0.511 0.480 0.459 0.412 0.387 0.357 0.339 0.321 197


198 1.047 0.941 0.845 0.734 0.659 0.592 0.556 0.532 0.514 0.483 0.462 0.415 0.390 0.360 0.342 0.323 198


199 1.050 0.943 0.848 0.736 0.662 0.595 0.559 0.535 0.517 0.485 0.464 0.417 0.392 0.363 0.344 0.326 199


200 1.052 0.946 0.851 0.739 0.665 0.598 0.562 0.538 0.520 0.488 0.467 0.420 0.395 0.365 0.347 0.328 200

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR5, Monument Creek at Beaver Creek downstream to Monument Creek below Jackson Creek at Upper Monument 

Regional wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

1 0.255 0.177 0.124 0.077 0.054 0.037 0.030 0.026 0.023 0.019 0.016 0.011 0.009 0.007 0.006 0.005 1


2 0.433 0.303 0.212 0.132 0.092 0.064 0.052 0.045 0.040 0.033 0.028 0.020 0.016 0.012 0.010 0.009 2


3 0.736 0.516 0.362 0.226 0.159 0.111 0.090 0.078 0.069 0.056 0.049 0.034 0.028 0.021 0.018 0.015 3


4 0.909 0.641 0.452 0.284 0.200 0.141 0.115 0.100 0.089 0.072 0.063 0.044 0.036 0.028 0.023 0.020 4


5 1.123 0.796 0.564 0.357 0.253 0.179 0.147 0.127 0.114 0.093 0.081 0.057 0.047 0.036 0.031 0.026 5


6 1.286 0.915 0.650 0.415 0.295 0.210 0.172 0.149 0.134 0.110 0.095 0.068 0.055 0.043 0.037 0.031 6


7 1.472 1.051 0.751 0.481 0.343 0.245 0.201 0.175 0.157 0.129 0.112 0.080 0.066 0.051 0.044 0.037 7


8 1.598 1.146 0.822 0.530 0.380 0.273 0.225 0.196 0.176 0.145 0.126 0.090 0.074 0.058 0.050 0.042 8


9 1.734 1.250 0.901 0.584 0.421 0.303 0.250 0.219 0.197 0.162 0.142 0.102 0.084 0.066 0.057 0.048 9


10 1.882 1.362 0.987 0.644 0.466 0.337 0.279 0.244 0.220 0.182 0.159 0.115 0.095 0.075 0.064 0.054 10


11 1.969 1.432 1.041 0.683 0.497 0.361 0.300 0.263 0.237 0.197 0.172 0.125 0.104 0.082 0.071 0.060 11


12 2.061 1.505 1.099 0.726 0.530 0.387 0.322 0.283 0.256 0.213 0.187 0.136 0.113 0.090 0.077 0.066 12


13 2.157 1.582 1.161 0.770 0.565 0.415 0.346 0.304 0.275 0.230 0.202 0.148 0.124 0.098 0.085 0.072 13


14 2.257 1.663 1.225 0.818 0.603 0.444 0.371 0.327 0.297 0.248 0.218 0.161 0.135 0.107 0.093 0.079 14


15 2.362 1.748 1.293 0.869 0.643 0.476 0.399 0.352 0.319 0.268 0.236 0.175 0.147 0.117 0.101 0.087 15


16 2.436 1.808 1.342 0.905 0.672 0.499 0.419 0.370 0.336 0.282 0.249 0.185 0.156 0.125 0.108 0.093 16


17 2.512 1.870 1.392 0.943 0.702 0.523 0.440 0.389 0.354 0.298 0.263 0.196 0.165 0.133 0.115 0.099 17


18 2.590 1.935 1.445 0.982 0.734 0.548 0.462 0.409 0.372 0.314 0.278 0.208 0.175 0.141 0.123 0.105 18


19 2.671 2.001 1.499 1.023 0.767 0.574 0.485 0.430 0.392 0.331 0.294 0.220 0.186 0.150 0.131 0.112 19


20 2.754 2.070 1.555 1.066 0.801 0.602 0.509 0.452 0.413 0.349 0.310 0.233 0.197 0.160 0.139 0.120 20


21 2.817 2.121 1.597 1.097 0.826 0.622 0.527 0.468 0.427 0.362 0.322 0.242 0.205 0.166 0.145 0.125 21


22 2.881 2.174 1.640 1.130 0.852 0.643 0.545 0.485 0.443 0.375 0.334 0.252 0.214 0.174 0.151 0.131 22


23 2.947 2.227 1.683 1.163 0.879 0.664 0.564 0.502 0.459 0.389 0.347 0.262 0.222 0.181 0.158 0.137 23


24 3.014 2.283 1.728 1.197 0.906 0.686 0.583 0.520 0.475 0.404 0.360 0.272 0.232 0.189 0.165 0.143 24


25 3.083 2.339 1.775 1.232 0.935 0.709 0.603 0.538 0.492 0.419 0.373 0.283 0.241 0.197 0.172 0.149 25


26 3.153 2.397 1.822 1.268 0.964 0.733 0.624 0.557 0.510 0.434 0.388 0.295 0.251 0.205 0.179 0.156 26


27 3.225 2.456 1.871 1.305 0.994 0.757 0.646 0.577 0.528 0.450 0.402 0.306 0.261 0.214 0.187 0.163 27


28 3.299 2.517 1.921 1.344 1.025 0.782 0.668 0.597 0.547 0.467 0.418 0.319 0.272 0.223 0.195 0.170 28


29 3.374 2.579 1.972 1.383 1.057 0.808 0.691 0.618 0.567 0.485 0.433 0.331 0.283 0.232 0.204 0.178 29


30 3.451 2.643 2.025 1.423 1.090 0.835 0.715 0.640 0.587 0.502 0.450 0.345 0.295 0.242 0.213 0.186 30


31 3.496 2.683 2.058 1.450 1.113 0.854 0.731 0.655 0.602 0.515 0.462 0.354 0.303 0.250 0.219 0.192 31


32 3.542 2.723 2.093 1.478 1.136 0.873 0.749 0.671 0.617 0.529 0.474 0.364 0.312 0.257 0.226 0.198 32


33 3.589 2.763 2.128 1.506 1.159 0.893 0.766 0.687 0.632 0.542 0.486 0.375 0.321 0.265 0.233 0.204 33


34 3.636 2.804 2.163 1.534 1.183 0.913 0.784 0.704 0.647 0.556 0.499 0.385 0.331 0.273 0.241 0.211 34


35 3.684 2.846 2.199 1.563 1.208 0.933 0.802 0.721 0.663 0.570 0.513 0.396 0.340 0.282 0.248 0.218 35


36 3.733 2.889 2.236 1.593 1.233 0.954 0.821 0.738 0.680 0.585 0.526 0.407 0.350 0.290 0.256 0.225 36


37 3.782 2.932 2.273 1.623 1.258 0.975 0.840 0.756 0.697 0.600 0.540 0.419 0.361 0.299 0.264 0.232 37


38 3.832 2.976 2.311 1.654 1.284 0.997 0.860 0.774 0.714 0.616 0.554 0.430 0.371 0.308 0.272 0.239 38


39 3.883 3.020 2.349 1.685 1.311 1.020 0.880 0.793 0.731 0.631 0.569 0.443 0.382 0.318 0.281 0.247 39


40 3.934 3.065 2.388 1.717 1.338 1.042 0.901 0.812 0.749 0.648 0.584 0.455 0.393 0.327 0.290 0.255 40


41 3.967 3.095 2.415 1.740 1.358 1.060 0.916 0.827 0.763 0.660 0.596 0.465 0.402 0.335 0.297 0.261 41


42 4.000 3.126 2.443 1.764 1.378 1.077 0.932 0.842 0.777 0.673 0.608 0.475 0.411 0.343 0.304 0.268 42


43 4.034 3.157 2.471 1.787 1.399 1.095 0.948 0.857 0.792 0.686 0.620 0.485 0.420 0.351 0.311 0.275 43


44 4.068 3.189 2.499 1.811 1.420 1.113 0.965 0.872 0.806 0.699 0.632 0.495 0.430 0.359 0.319 0.281 44


45 4.102 3.220 2.528 1.836 1.441 1.131 0.982 0.888 0.821 0.713 0.645 0.506 0.439 0.367 0.327 0.288 45


46 4.137 3.252 2.557 1.860 1.462 1.150 0.999 0.904 0.836 0.727 0.658 0.517 0.449 0.376 0.335 0.296 46


47 4.172 3.285 2.586 1.885 1.484 1.169 1.016 0.920 0.852 0.741 0.671 0.528 0.459 0.385 0.343 0.303 47


48 4.207 3.317 2.616 1.910 1.506 1.188 1.034 0.937 0.868 0.755 0.684 0.539 0.469 0.394 0.351 0.311 48


49 4.242 3.350 2.645 1.936 1.529 1.207 1.052 0.953 0.884 0.770 0.698 0.551 0.480 0.403 0.360 0.318 49


50 4.278 3.383 2.676 1.962 1.552 1.227 1.070 0.970 0.900 0.785 0.712 0.563 0.491 0.413 0.368 0.326 50


51 4.298 3.402 2.693 1.977 1.565 1.239 1.081 0.981 0.910 0.794 0.720 0.570 0.497 0.419 0.374 0.331 51


52 4.317 3.421 2.711 1.993 1.579 1.251 1.092 0.991 0.920 0.803 0.729 0.577 0.504 0.424 0.379 0.336 52


53 4.337 3.440 2.728 2.008 1.593 1.263 1.103 1.002 0.930 0.812 0.737 0.585 0.511 0.431 0.385 0.341 53


54 4.357 3.459 2.746 2.024 1.607 1.275 1.114 1.013 0.940 0.821 0.746 0.592 0.518 0.437 0.390 0.347 54


55 4.377 3.478 2.764 2.039 1.621 1.288 1.126 1.023 0.950 0.831 0.755 0.600 0.525 0.443 0.396 0.352 55


56 4.397 3.497 2.782 2.055 1.635 1.300 1.137 1.034 0.961 0.840 0.764 0.608 0.532 0.449 0.402 0.357 56

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR5, Monument Creek at Beaver Creek downstream to Monument Creek below Jackson Creek at Upper Monument 

Regional wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 4.417 3.516 2.800 2.071 1.649 1.313 1.149 1.045 0.971 0.850 0.773 0.616 0.539 0.455 0.408 0.363 57


58 4.437 3.536 2.818 2.087 1.663 1.326 1.161 1.056 0.982 0.860 0.783 0.624 0.546 0.462 0.414 0.368 58


59 4.457 3.555 2.836 2.103 1.678 1.338 1.173 1.068 0.993 0.870 0.792 0.632 0.553 0.468 0.420 0.374 59


60 4.477 3.575 2.854 2.120 1.693 1.351 1.185 1.079 1.004 0.880 0.801 0.640 0.561 0.475 0.426 0.379 60


61 4.498 3.595 2.873 2.136 1.707 1.364 1.197 1.090 1.015 0.890 0.811 0.648 0.568 0.482 0.432 0.385 61


62 4.518 3.615 2.891 2.153 1.722 1.378 1.209 1.102 1.026 0.900 0.821 0.656 0.576 0.489 0.439 0.391 62


63 4.539 3.635 2.910 2.169 1.737 1.391 1.221 1.114 1.037 0.911 0.830 0.665 0.584 0.496 0.445 0.397 63


64 4.560 3.655 2.929 2.186 1.752 1.404 1.234 1.126 1.048 0.921 0.840 0.673 0.592 0.503 0.451 0.403 64


65 4.580 3.675 2.948 2.203 1.768 1.418 1.247 1.138 1.060 0.932 0.850 0.682 0.600 0.510 0.458 0.409 65


66 4.601 3.695 2.967 2.220 1.783 1.432 1.259 1.150 1.071 0.942 0.860 0.691 0.608 0.517 0.465 0.415 66


67 4.622 3.715 2.986 2.238 1.799 1.446 1.272 1.162 1.083 0.953 0.871 0.700 0.616 0.524 0.472 0.421 67


68 4.643 3.736 3.006 2.255 1.814 1.460 1.285 1.174 1.095 0.964 0.881 0.709 0.624 0.532 0.479 0.428 68


69 4.665 3.757 3.025 2.272 1.830 1.474 1.299 1.187 1.107 0.975 0.892 0.718 0.633 0.539 0.486 0.434 69


70 4.686 3.777 3.045 2.290 1.846 1.488 1.312 1.200 1.119 0.987 0.902 0.727 0.641 0.547 0.493 0.441 70


71 4.707 3.798 3.065 2.308 1.862 1.503 1.325 1.212 1.131 0.998 0.913 0.737 0.650 0.555 0.500 0.448 71


72 4.729 3.819 3.085 2.326 1.878 1.517 1.339 1.225 1.144 1.009 0.924 0.746 0.659 0.563 0.507 0.454 72


73 4.750 3.840 3.105 2.344 1.895 1.532 1.353 1.238 1.156 1.021 0.935 0.756 0.667 0.571 0.515 0.461 73


74 4.772 3.862 3.125 2.362 1.911 1.547 1.366 1.252 1.169 1.033 0.946 0.765 0.676 0.579 0.522 0.468 74


75 4.794 3.883 3.145 2.380 1.928 1.562 1.380 1.265 1.182 1.045 0.957 0.775 0.685 0.587 0.530 0.475 75


76 4.816 3.904 3.165 2.399 1.945 1.577 1.395 1.278 1.195 1.057 0.969 0.785 0.695 0.595 0.538 0.483 76


77 4.838 3.926 3.186 2.417 1.962 1.592 1.409 1.292 1.208 1.069 0.980 0.795 0.704 0.604 0.545 0.490 77


78 4.860 3.948 3.207 2.436 1.979 1.607 1.423 1.306 1.221 1.081 0.992 0.806 0.714 0.612 0.553 0.497 78


79 4.882 3.969 3.227 2.455 1.996 1.623 1.438 1.320 1.235 1.094 1.004 0.816 0.723 0.621 0.562 0.505 79


80 4.904 3.991 3.248 2.474 2.014 1.639 1.453 1.334 1.248 1.106 1.016 0.827 0.733 0.630 0.570 0.512 80


81 4.926 4.013 3.269 2.493 2.031 1.655 1.468 1.348 1.262 1.119 1.028 0.837 0.743 0.639 0.578 0.520 81


82 4.949 4.035 3.291 2.513 2.049 1.671 1.483 1.362 1.276 1.132 1.040 0.848 0.753 0.648 0.587 0.528 82


83 4.972 4.058 3.312 2.532 2.067 1.687 1.498 1.377 1.290 1.145 1.053 0.859 0.763 0.657 0.595 0.536 83


84 4.994 4.080 3.333 2.552 2.085 1.703 1.513 1.391 1.304 1.158 1.065 0.870 0.773 0.666 0.604 0.544 84


85 5.017 4.103 3.355 2.571 2.103 1.720 1.529 1.406 1.318 1.172 1.078 0.881 0.784 0.676 0.613 0.552 85


86 5.040 4.125 3.377 2.591 2.121 1.736 1.544 1.421 1.332 1.185 1.091 0.893 0.794 0.685 0.622 0.561 86


87 5.063 4.148 3.399 2.612 2.140 1.753 1.560 1.436 1.347 1.199 1.104 0.904 0.805 0.695 0.631 0.569 87


88 5.086 4.171 3.421 2.632 2.158 1.770 1.576 1.452 1.362 1.213 1.117 0.916 0.816 0.705 0.640 0.578 88


89 5.109 4.194 3.443 2.652 2.177 1.787 1.592 1.467 1.377 1.227 1.130 0.928 0.827 0.715 0.649 0.587 89


90 5.132 4.217 3.465 2.673 2.196 1.805 1.609 1.483 1.392 1.241 1.144 0.940 0.838 0.725 0.659 0.596 90


91 5.156 4.241 3.488 2.694 2.215 1.822 1.625 1.499 1.407 1.255 1.157 0.952 0.849 0.735 0.669 0.605 91


92 5.179 4.264 3.510 2.714 2.235 1.840 1.642 1.515 1.423 1.270 1.171 0.964 0.860 0.746 0.678 0.614 92


93 5.203 4.287 3.533 2.735 2.254 1.857 1.659 1.531 1.438 1.284 1.185 0.977 0.872 0.756 0.688 0.623 93


94 5.227 4.311 3.556 2.757 2.274 1.875 1.676 1.547 1.454 1.299 1.199 0.989 0.884 0.767 0.698 0.632 94


95 5.251 4.335 3.579 2.778 2.294 1.894 1.693 1.563 1.470 1.314 1.214 1.002 0.896 0.778 0.709 0.642 95


96 5.275 4.359 3.602 2.800 2.314 1.912 1.710 1.580 1.486 1.329 1.228 1.015 0.908 0.789 0.719 0.652 96


97 5.299 4.383 3.626 2.821 2.334 1.930 1.728 1.597 1.502 1.344 1.243 1.028 0.920 0.800 0.730 0.662 97


98 5.323 4.407 3.649 2.843 2.354 1.949 1.745 1.614 1.519 1.360 1.258 1.041 0.932 0.811 0.740 0.672 98


99 5.347 4.432 3.673 2.865 2.375 1.968 1.763 1.631 1.535 1.376 1.273 1.055 0.945 0.823 0.751 0.682 99


100 5.372 4.456 3.697 2.888 2.395 1.987 1.781 1.648 1.552 1.391 1.288 1.068 0.958 0.834 0.762 0.692 100


101 5.383 4.468 3.708 2.898 2.405 1.996 1.790 1.657 1.560 1.399 1.295 1.075 0.964 0.840 0.767 0.697 101


102 5.395 4.480 3.720 2.909 2.415 2.005 1.799 1.665 1.568 1.407 1.302 1.081 0.970 0.846 0.773 0.702 102


103 5.407 4.492 3.731 2.920 2.425 2.015 1.807 1.674 1.576 1.414 1.310 1.088 0.976 0.851 0.778 0.707 103


104 5.419 4.504 3.743 2.930 2.435 2.024 1.816 1.682 1.585 1.422 1.317 1.094 0.982 0.857 0.783 0.712 104


105 5.431 4.516 3.754 2.941 2.446 2.033 1.825 1.691 1.593 1.430 1.324 1.101 0.988 0.863 0.789 0.717 105


106 5.443 4.528 3.766 2.952 2.456 2.043 1.834 1.699 1.601 1.438 1.332 1.108 0.995 0.868 0.794 0.722 106


107 5.455 4.540 3.778 2.963 2.466 2.052 1.843 1.708 1.609 1.445 1.339 1.115 1.001 0.874 0.800 0.727 107


108 5.467 4.552 3.789 2.974 2.476 2.061 1.852 1.716 1.618 1.453 1.347 1.121 1.007 0.880 0.805 0.733 108


109 5.480 4.564 3.801 2.985 2.486 2.071 1.861 1.725 1.626 1.461 1.355 1.128 1.014 0.886 0.811 0.738 109


110 5.492 4.576 3.813 2.996 2.497 2.080 1.870 1.734 1.635 1.469 1.362 1.135 1.020 0.892 0.816 0.743 110


111 5.504 4.588 3.825 3.007 2.507 2.090 1.879 1.742 1.643 1.477 1.370 1.142 1.027 0.898 0.822 0.748 111


112 5.516 4.600 3.837 3.018 2.517 2.100 1.888 1.751 1.652 1.485 1.378 1.149 1.033 0.904 0.828 0.754 112

0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR5, Monument Creek at Beaver Creek downstream to Monument Creek below Jackson Creek at Upper Monument 

Regional wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 5.528 4.613 3.849 3.030 2.528 2.109 1.897 1.760 1.660 1.493 1.385 1.156 1.040 0.910 0.833 0.759 113


114 5.540 4.625 3.861 3.041 2.538 2.119 1.906 1.769 1.669 1.502 1.393 1.163 1.046 0.916 0.839 0.765 114


115 5.553 4.637 3.873 3.052 2.549 2.129 1.916 1.778 1.678 1.510 1.401 1.170 1.053 0.922 0.845 0.770 115


116 5.565 4.650 3.885 3.063 2.559 2.138 1.925 1.787 1.686 1.518 1.409 1.177 1.060 0.928 0.851 0.776 116


117 5.577 4.662 3.897 3.075 2.570 2.148 1.934 1.796 1.695 1.526 1.417 1.184 1.066 0.934 0.857 0.781 117


118 5.590 4.674 3.909 3.086 2.581 2.158 1.944 1.805 1.704 1.535 1.425 1.191 1.073 0.941 0.862 0.787 118


119 5.602 4.687 3.921 3.097 2.591 2.168 1.953 1.814 1.713 1.543 1.433 1.199 1.080 0.947 0.868 0.792 119


120 5.615 4.699 3.933 3.109 2.602 2.178 1.963 1.823 1.721 1.551 1.441 1.206 1.087 0.953 0.874 0.798 120


121 5.627 4.712 3.946 3.120 2.613 2.188 1.972 1.832 1.730 1.560 1.449 1.213 1.094 0.960 0.880 0.804 121


122 5.639 4.724 3.958 3.132 2.624 2.198 1.982 1.841 1.739 1.568 1.457 1.221 1.101 0.966 0.887 0.809 122


123 5.652 4.737 3.970 3.144 2.635 2.208 1.991 1.851 1.748 1.577 1.465 1.228 1.108 0.972 0.893 0.815 123


124 5.664 4.750 3.982 3.155 2.646 2.218 2.001 1.860 1.758 1.585 1.474 1.236 1.115 0.979 0.899 0.821 124


125 5.677 4.762 3.995 3.167 2.657 2.229 2.011 1.869 1.767 1.594 1.482 1.243 1.122 0.986 0.905 0.827 125


126 5.690 4.775 4.007 3.179 2.668 2.239 2.021 1.879 1.776 1.603 1.490 1.251 1.129 0.992 0.911 0.833 126


127 5.702 4.788 4.020 3.190 2.679 2.249 2.030 1.888 1.785 1.612 1.499 1.258 1.136 0.999 0.918 0.839 127


128 5.715 4.800 4.032 3.202 2.690 2.259 2.040 1.898 1.794 1.620 1.507 1.266 1.143 1.005 0.924 0.845 128


129 5.727 4.813 4.045 3.214 2.701 2.270 2.050 1.907 1.804 1.629 1.516 1.274 1.151 1.012 0.930 0.851 129


130 5.740 4.826 4.057 3.226 2.712 2.280 2.060 1.917 1.813 1.638 1.524 1.281 1.158 1.019 0.937 0.857 130


131 5.753 4.839 4.070 3.238 2.723 2.291 2.070 1.927 1.822 1.647 1.533 1.289 1.165 1.026 0.943 0.863 131


132 5.766 4.852 4.083 3.250 2.735 2.301 2.080 1.937 1.832 1.656 1.541 1.297 1.173 1.033 0.950 0.869 132


133 5.778 4.865 4.095 3.262 2.746 2.312 2.090 1.946 1.841 1.665 1.550 1.305 1.180 1.039 0.956 0.875 133


134 5.791 4.878 4.108 3.274 2.757 2.322 2.101 1.956 1.851 1.674 1.559 1.313 1.188 1.046 0.963 0.881 134


135 5.804 4.891 4.121 3.286 2.769 2.333 2.111 1.966 1.860 1.683 1.568 1.321 1.195 1.053 0.969 0.888 135


136 5.817 4.904 4.134 3.298 2.780 2.344 2.121 1.976 1.870 1.692 1.577 1.329 1.203 1.060 0.976 0.894 136


137 5.830 4.917 4.146 3.310 2.792 2.355 2.131 1.986 1.880 1.702 1.585 1.337 1.210 1.067 0.983 0.900 137


138 5.843 4.930 4.159 3.323 2.804 2.365 2.142 1.996 1.890 1.711 1.594 1.345 1.218 1.075 0.990 0.907 138


139 5.856 4.943 4.172 3.335 2.815 2.376 2.152 2.006 1.899 1.720 1.603 1.353 1.226 1.082 0.996 0.913 139


140 5.869 4.956 4.185 3.347 2.827 2.387 2.163 2.016 1.909 1.730 1.612 1.362 1.233 1.089 1.003 0.920 140


141 5.882 4.969 4.198 3.360 2.839 2.398 2.173 2.026 1.919 1.739 1.621 1.370 1.241 1.096 1.010 0.926 141


142 5.895 4.982 4.211 3.372 2.850 2.409 2.184 2.036 1.929 1.748 1.631 1.378 1.249 1.104 1.017 0.933 142


143 5.908 4.996 4.224 3.385 2.862 2.420 2.194 2.047 1.939 1.758 1.640 1.387 1.257 1.111 1.024 0.939 143


144 5.921 5.009 4.238 3.397 2.874 2.431 2.205 2.057 1.949 1.768 1.649 1.395 1.265 1.118 1.031 0.946 144


145 5.934 5.022 4.251 3.410 2.886 2.443 2.216 2.067 1.959 1.777 1.658 1.404 1.273 1.126 1.038 0.953 145


146 5.947 5.036 4.264 3.422 2.898 2.454 2.226 2.078 1.969 1.787 1.668 1.412 1.281 1.133 1.046 0.960 146


147 5.960 5.049 4.277 3.435 2.910 2.465 2.237 2.088 1.980 1.797 1.677 1.421 1.289 1.141 1.053 0.967 147


148 5.973 5.063 4.291 3.448 2.922 2.476 2.248 2.099 1.990 1.806 1.687 1.429 1.298 1.149 1.060 0.973 148


149 5.987 5.076 4.304 3.460 2.934 2.488 2.259 2.109 2.000 1.816 1.696 1.438 1.306 1.156 1.067 0.980 149


150 6.000 5.090 4.317 3.473 2.946 2.499 2.270 2.120 2.011 1.826 1.706 1.447 1.314 1.164 1.075 0.987 150


151 6.013 5.103 4.331 3.486 2.959 2.511 2.281 2.131 2.021 1.836 1.715 1.456 1.322 1.172 1.082 0.994 151


152 6.026 5.117 4.344 3.499 2.971 2.522 2.292 2.142 2.032 1.846 1.725 1.464 1.331 1.180 1.090 1.001 152


153 6.040 5.130 4.358 3.512 2.983 2.534 2.303 2.152 2.042 1.856 1.735 1.473 1.339 1.187 1.097 1.009 153


154 6.053 5.144 4.371 3.525 2.995 2.546 2.314 2.163 2.053 1.866 1.744 1.482 1.348 1.195 1.105 1.016 154


155 6.067 5.158 4.385 3.538 3.008 2.557 2.326 2.174 2.063 1.876 1.754 1.491 1.356 1.203 1.112 1.023 155


156 6.080 5.171 4.398 3.551 3.020 2.569 2.337 2.185 2.074 1.887 1.764 1.500 1.365 1.211 1.120 1.030 156


157 6.094 5.185 4.412 3.564 3.033 2.581 2.348 2.196 2.085 1.897 1.774 1.510 1.374 1.219 1.128 1.038 157


158 6.107 5.199 4.426 3.577 3.046 2.593 2.360 2.207 2.096 1.907 1.784 1.519 1.382 1.228 1.135 1.045 158


159 6.121 5.213 4.440 3.591 3.058 2.605 2.371 2.218 2.107 1.918 1.794 1.528 1.391 1.236 1.143 1.053 159


160 6.134 5.227 4.453 3.604 3.071 2.617 2.383 2.230 2.117 1.928 1.804 1.537 1.400 1.244 1.151 1.060 160


161 6.148 5.241 4.467 3.617 3.084 2.629 2.394 2.241 2.128 1.939 1.814 1.547 1.409 1.252 1.159 1.068 161


162 6.161 5.254 4.481 3.631 3.096 2.641 2.406 2.252 2.140 1.949 1.825 1.556 1.418 1.261 1.167 1.075 162


163 6.175 5.268 4.495 3.644 3.109 2.653 2.418 2.263 2.151 1.960 1.835 1.566 1.427 1.269 1.175 1.083 163


164 6.189 5.283 4.509 3.658 3.122 2.665 2.429 2.275 2.162 1.971 1.845 1.575 1.436 1.278 1.183 1.091 164


165 6.202 5.297 4.523 3.671 3.135 2.677 2.441 2.286 2.173 1.981 1.856 1.585 1.445 1.286 1.191 1.098 165


166 6.216 5.311 4.537 3.685 3.148 2.690 2.453 2.298 2.184 1.992 1.866 1.594 1.454 1.295 1.200 1.106 166


167 6.230 5.325 4.551 3.698 3.161 2.702 2.465 2.309 2.196 2.003 1.877 1.604 1.463 1.303 1.208 1.114 167


168 6.244 5.339 4.565 3.712 3.174 2.714 2.477 2.321 2.207 2.014 1.887 1.614 1.473 1.312 1.216 1.122 168

Supplemental Information 1 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR5, Monument Creek at Beaver Creek downstream to Monument Creek below Jackson Creek at Upper Monument 

Regional wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 6.257 5.353 4.580 3.726 3.187 2.727 2.489 2.333 2.218 2.025 1.898 1.624 1.482 1.321 1.225 1.130 169


170 6.271 5.367 4.594 3.740 3.201 2.739 2.501 2.345 2.230 2.036 1.909 1.633 1.491 1.330 1.233 1.138 170


171 6.285 5.382 4.608 3.753 3.214 2.752 2.513 2.356 2.242 2.047 1.919 1.643 1.501 1.339 1.242 1.146 171


172 6.299 5.396 4.622 3.767 3.227 2.765 2.525 2.368 2.253 2.058 1.930 1.653 1.510 1.348 1.250 1.154 172


173 6.313 5.410 4.637 3.781 3.241 2.777 2.538 2.380 2.265 2.069 1.941 1.663 1.520 1.357 1.259 1.163 173


174 6.327 5.425 4.651 3.795 3.254 2.790 2.550 2.392 2.277 2.081 1.952 1.674 1.530 1.366 1.267 1.171 174


175 6.341 5.439 4.666 3.809 3.268 2.803 2.562 2.404 2.288 2.092 1.963 1.684 1.539 1.375 1.276 1.179 175


176 6.355 5.454 4.680 3.823 3.281 2.816 2.575 2.416 2.300 2.103 1.974 1.694 1.549 1.384 1.285 1.188 176


177 6.369 5.468 4.695 3.838 3.295 2.829 2.587 2.429 2.312 2.115 1.985 1.704 1.559 1.393 1.294 1.196 177


178 6.383 5.483 4.709 3.852 3.308 2.842 2.600 2.441 2.324 2.126 1.996 1.715 1.569 1.402 1.303 1.205 178


179 6.398 5.497 4.724 3.866 3.322 2.855 2.612 2.453 2.336 2.138 2.008 1.725 1.579 1.412 1.312 1.213 179


180 6.412 5.512 4.739 3.880 3.336 2.868 2.625 2.466 2.348 2.150 2.019 1.736 1.589 1.421 1.321 1.222 180


181 6.426 5.527 4.753 3.895 3.350 2.881 2.638 2.478 2.361 2.161 2.030 1.746 1.599 1.431 1.330 1.231 181


182 6.440 5.541 4.768 3.909 3.364 2.894 2.651 2.490 2.373 2.173 2.042 1.757 1.609 1.440 1.339 1.239 182


183 6.454 5.556 4.783 3.924 3.378 2.908 2.664 2.503 2.385 2.185 2.053 1.768 1.619 1.450 1.348 1.248 183


184 6.469 5.571 4.798 3.938 3.392 2.921 2.677 2.516 2.398 2.197 2.065 1.778 1.630 1.460 1.358 1.257 184


185 6.483 5.586 4.813 3.953 3.406 2.934 2.690 2.528 2.410 2.209 2.077 1.789 1.640 1.469 1.367 1.266 185


186 6.497 5.601 4.828 3.967 3.420 2.948 2.703 2.541 2.423 2.221 2.088 1.800 1.650 1.479 1.376 1.275 186


187 6.512 5.616 4.843 3.982 3.434 2.961 2.716 2.554 2.435 2.233 2.100 1.811 1.661 1.489 1.386 1.284 187


188 6.526 5.631 4.858 3.997 3.448 2.975 2.729 2.567 2.448 2.245 2.112 1.822 1.671 1.499 1.395 1.293 188


189 6.541 5.646 4.873 4.012 3.463 2.989 2.742 2.580 2.460 2.257 2.124 1.833 1.682 1.509 1.405 1.303 189


190 6.555 5.661 4.888 4.026 3.477 3.002 2.756 2.593 2.473 2.270 2.136 1.844 1.693 1.519 1.415 1.312 190


191 6.570 5.676 4.903 4.041 3.491 3.016 2.769 2.606 2.486 2.282 2.148 1.855 1.703 1.529 1.424 1.321 191


192 6.584 5.691 4.919 4.056 3.506 3.030 2.782 2.619 2.499 2.295 2.160 1.867 1.714 1.539 1.434 1.331 192


193 6.599 5.706 4.934 4.071 3.520 3.044 2.796 2.632 2.512 2.307 2.172 1.878 1.725 1.550 1.444 1.340 193


194 6.613 5.721 4.949 4.086 3.535 3.058 2.809 2.646 2.525 2.320 2.184 1.890 1.736 1.560 1.454 1.350 194


195 6.628 5.736 4.965 4.101 3.550 3.072 2.823 2.659 2.538 2.332 2.197 1.901 1.747 1.571 1.464 1.359 195


196 6.643 5.752 4.980 4.117 3.564 3.086 2.837 2.672 2.551 2.345 2.209 1.913 1.758 1.581 1.474 1.369 196


197 6.657 5.767 4.996 4.132 3.579 3.100 2.851 2.686 2.564 2.358 2.221 1.924 1.769 1.592 1.484 1.379 197


198 6.672 5.782 5.011 4.147 3.594 3.115 2.864 2.699 2.578 2.371 2.234 1.936 1.781 1.602 1.495 1.389 198


199 6.687 5.798 5.027 4.163 3.609 3.129 2.878 2.713 2.591 2.384 2.247 1.948 1.792 1.613 1.505 1.398 199


200 6.702 5.813 5.042 4.178 3.624 3.143 2.892 2.727 2.605 2.397 2.259 1.960 1.803 1.624 1.515 1.408 200

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR6, Monument Creek below Jackson Creek at Upper Monument Regional wastewater-treatment facility downstream to 

station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.374 0.231 0.142 0.075 0.046 0.029 0.022 0.018 0.015 0.011 0.009 0.006 0.004 0.003 0.002 0.002 1 

2 0.610 0.379 0.236 0.126 0.078 0.049 0.037 0.030 0.026 0.020 0.016 0.010 0.008 0.005 0.004 0.003 2 

3 0.993 0.623 0.390 0.210 0.132 0.083 0.063 0.052 0.045 0.034 0.028 0.018 0.013 0.009 0.007 0.006 3 

4 1.185 0.750 0.475 0.259 0.164 0.104 0.079 0.066 0.057 0.043 0.036 0.023 0.017 0.012 0.010 0.008 4 

5 1.414 0.903 0.577 0.319 0.204 0.130 0.100 0.083 0.072 0.055 0.046 0.029 0.023 0.016 0.013 0.010 5 

6 1.577 1.015 0.653 0.365 0.235 0.151 0.117 0.097 0.084 0.065 0.054 0.035 0.027 0.020 0.016 0.013 6 

7 1.758 1.140 0.739 0.417 0.271 0.175 0.136 0.114 0.099 0.077 0.064 0.042 0.032 0.023 0.019 0.015 7 

8 1.868 1.220 0.797 0.454 0.297 0.194 0.151 0.127 0.110 0.086 0.072 0.047 0.037 0.027 0.022 0.018 8 

9 1.986 1.307 0.860 0.495 0.325 0.214 0.168 0.141 0.123 0.096 0.081 0.053 0.042 0.031 0.025 0.020 9 

10 2.111 1.399 0.928 0.539 0.357 0.237 0.186 0.157 0.137 0.108 0.091 0.060 0.047 0.035 0.029 0.023 10 

11 2.190 1.460 0.973 0.569 0.379 0.253 0.199 0.168 0.148 0.116 0.098 0.066 0.052 0.038 0.031 0.026 11 

12 2.272 1.523 1.020 0.601 0.403 0.270 0.213 0.181 0.159 0.126 0.106 0.071 0.056 0.042 0.035 0.028 12 

13 2.358 1.588 1.070 0.635 0.427 0.288 0.229 0.194 0.171 0.136 0.115 0.077 0.062 0.046 0.038 0.031 13 

14 2.447 1.657 1.122 0.670 0.454 0.307 0.245 0.208 0.184 0.146 0.124 0.084 0.067 0.050 0.042 0.034 14 

15 2.539 1.728 1.177 0.708 0.482 0.328 0.262 0.223 0.197 0.158 0.134 0.091 0.073 0.055 0.046 0.038 15 

16 2.603 1.779 1.216 0.735 0.503 0.343 0.275 0.235 0.208 0.166 0.142 0.097 0.078 0.059 0.049 0.040 16 

17 2.669 1.831 1.256 0.764 0.524 0.359 0.288 0.247 0.218 0.175 0.150 0.103 0.082 0.063 0.052 0.043 17 

18 2.737 1.885 1.298 0.793 0.546 0.376 0.302 0.259 0.230 0.185 0.158 0.109 0.088 0.067 0.056 0.046 18 

19 2.806 1.940 1.341 0.824 0.569 0.394 0.317 0.272 0.242 0.195 0.167 0.116 0.093 0.071 0.059 0.049 19 

20 2.877 1.997 1.386 0.855 0.594 0.412 0.333 0.286 0.254 0.205 0.176 0.123 0.099 0.076 0.063 0.052 20 

21 2.926 2.036 1.417 0.878 0.611 0.425 0.344 0.296 0.263 0.213 0.183 0.127 0.103 0.079 0.066 0.055 21 

22 2.976 2.077 1.449 0.900 0.628 0.438 0.355 0.306 0.272 0.221 0.190 0.133 0.107 0.082 0.069 0.058 22 

23 3.027 2.117 1.481 0.924 0.646 0.452 0.367 0.316 0.282 0.229 0.197 0.138 0.112 0.086 0.072 0.060 23 

24 3.078 2.159 1.515 0.948 0.665 0.466 0.379 0.327 0.292 0.237 0.205 0.144 0.117 0.090 0.076 0.063 24 

25 3.131 2.202 1.548 0.972 0.684 0.481 0.391 0.338 0.302 0.246 0.212 0.149 0.122 0.094 0.079 0.066 25 

26 3.184 2.245 1.583 0.998 0.703 0.496 0.404 0.350 0.313 0.255 0.220 0.155 0.127 0.098 0.083 0.069 26 

27 3.238 2.289 1.619 1.024 0.724 0.512 0.418 0.362 0.324 0.264 0.229 0.162 0.132 0.102 0.086 0.072 27 

28 3.294 2.335 1.655 1.050 0.744 0.528 0.431 0.374 0.335 0.274 0.237 0.168 0.138 0.107 0.090 0.076 28 

29 3.350 2.381 1.692 1.077 0.766 0.544 0.446 0.387 0.347 0.284 0.246 0.175 0.143 0.111 0.094 0.079 29 

30 3.407 2.428 1.730 1.105 0.788 0.561 0.460 0.400 0.359 0.294 0.256 0.182 0.149 0.116 0.099 0.083 30 

31 3.440 2.457 1.754 1.124 0.803 0.573 0.471 0.409 0.367 0.302 0.262 0.187 0.154 0.120 0.102 0.086 31 

32 3.474 2.486 1.779 1.143 0.818 0.585 0.481 0.419 0.376 0.309 0.269 0.193 0.158 0.124 0.105 0.089 32 

33 3.508 2.516 1.804 1.163 0.834 0.598 0.492 0.429 0.385 0.317 0.276 0.198 0.163 0.128 0.109 0.092 33 

34 3.543 2.546 1.830 1.182 0.850 0.611 0.503 0.439 0.395 0.325 0.284 0.204 0.168 0.132 0.112 0.095 34 

35 3.578 2.577 1.856 1.202 0.866 0.624 0.515 0.449 0.404 0.334 0.291 0.210 0.173 0.136 0.116 0.098 35 

36 3.613 2.607 1.882 1.223 0.882 0.637 0.526 0.460 0.414 0.342 0.299 0.216 0.178 0.140 0.120 0.101 36 

37 3.648 2.639 1.908 1.244 0.899 0.650 0.538 0.470 0.424 0.351 0.307 0.222 0.183 0.144 0.123 0.104 37 

38 3.684 2.670 1.935 1.265 0.917 0.664 0.550 0.481 0.434 0.360 0.315 0.228 0.189 0.149 0.127 0.108 38 

39 3.720 2.702 1.963 1.286 0.934 0.678 0.563 0.493 0.445 0.369 0.323 0.235 0.195 0.154 0.132 0.112 39 

40 3.757 2.735 1.990 1.308 0.952 0.693 0.575 0.504 0.455 0.378 0.331 0.241 0.200 0.159 0.136 0.115 40 

41 3.780 2.756 2.009 1.324 0.965 0.704 0.585 0.513 0.463 0.385 0.338 0.246 0.205 0.162 0.139 0.118 41 

42 3.802 2.777 2.029 1.339 0.978 0.714 0.595 0.522 0.472 0.393 0.345 0.252 0.209 0.166 0.143 0.121 42 

43 3.825 2.799 2.048 1.355 0.992 0.726 0.604 0.531 0.480 0.400 0.351 0.257 0.214 0.170 0.146 0.124 43 

44 3.848 2.821 2.068 1.371 1.005 0.737 0.615 0.540 0.489 0.408 0.358 0.263 0.219 0.174 0.150 0.128 44 

45 3.871 2.843 2.087 1.388 1.019 0.748 0.625 0.550 0.498 0.415 0.365 0.268 0.224 0.178 0.153 0.131 45 

46 3.894 2.865 2.107 1.404 1.033 0.760 0.635 0.559 0.506 0.423 0.373 0.274 0.229 0.183 0.157 0.134 46 

47 3.918 2.887 2.128 1.421 1.047 0.772 0.646 0.569 0.516 0.431 0.380 0.280 0.234 0.187 0.161 0.138 47 

48 3.941 2.910 2.148 1.438 1.062 0.784 0.656 0.579 0.525 0.439 0.387 0.286 0.239 0.191 0.165 0.141 48 

49 3.965 2.932 2.168 1.455 1.076 0.796 0.667 0.589 0.534 0.448 0.395 0.292 0.245 0.196 0.169 0.145 49 

50 3.989 2.955 2.189 1.473 1.091 0.808 0.678 0.599 0.544 0.456 0.403 0.298 0.250 0.201 0.174 0.149 50 

51 4.002 2.968 2.202 1.483 1.100 0.816 0.685 0.605 0.550 0.461 0.408 0.302 0.254 0.204 0.176 0.151 51 

52 4.016 2.982 2.214 1.493 1.109 0.823 0.692 0.611 0.555 0.467 0.412 0.306 0.257 0.206 0.179 0.153 52 

53 4.030 2.996 2.226 1.504 1.118 0.831 0.698 0.618 0.561 0.472 0.417 0.310 0.261 0.209 0.181 0.156 53 

54 4.044 3.009 2.239 1.515 1.127 0.839 0.705 0.624 0.567 0.477 0.422 0.314 0.264 0.212 0.184 0.158 54 

55 4.059 3.023 2.252 1.525 1.136 0.846 0.712 0.630 0.573 0.483 0.427 0.318 0.268 0.215 0.187 0.160 55 

56 4.073 3.037 2.264 1.536 1.145 0.854 0.719 0.637 0.579 0.488 0.432 0.322 0.271 0.219 0.190 0.163 56 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR6, Monument Creek below Jackson Creek at Upper Monument Regional wastewater-treatment facility downstream to 

station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 4.087 3.051 2.277 1.547 1.155 0.862 0.726 0.643 0.586 0.494 0.437 0.326 0.275 0.222 0.192 0.165 57


58 4.101 3.065 2.290 1.558 1.164 0.870 0.734 0.650 0.592 0.499 0.442 0.330 0.279 0.225 0.195 0.168 58


59 4.115 3.079 2.303 1.569 1.174 0.878 0.741 0.657 0.598 0.505 0.447 0.335 0.282 0.228 0.198 0.171 59


60 4.130 3.093 2.316 1.580 1.183 0.886 0.748 0.664 0.605 0.510 0.453 0.339 0.286 0.231 0.201 0.173 60


61 4.144 3.107 2.329 1.591 1.193 0.894 0.756 0.670 0.611 0.516 0.458 0.343 0.290 0.235 0.204 0.176 61


62 4.159 3.121 2.342 1.603 1.203 0.903 0.763 0.677 0.618 0.522 0.463 0.348 0.294 0.238 0.207 0.179 62


63 4.173 3.135 2.355 1.614 1.212 0.911 0.771 0.684 0.624 0.528 0.469 0.352 0.298 0.241 0.210 0.181 63


64 4.188 3.149 2.369 1.625 1.222 0.919 0.778 0.691 0.631 0.534 0.474 0.357 0.302 0.245 0.213 0.184 64


65 4.202 3.164 2.382 1.637 1.232 0.928 0.786 0.699 0.638 0.540 0.480 0.361 0.306 0.248 0.216 0.187 65


66 4.217 3.178 2.395 1.648 1.242 0.936 0.794 0.706 0.644 0.546 0.486 0.366 0.310 0.252 0.220 0.190 66


67 4.231 3.193 2.409 1.660 1.252 0.945 0.801 0.713 0.651 0.552 0.491 0.371 0.314 0.255 0.223 0.193 67


68 4.246 3.207 2.422 1.672 1.263 0.954 0.809 0.720 0.658 0.559 0.497 0.375 0.319 0.259 0.226 0.196 68


69 4.261 3.222 2.436 1.684 1.273 0.963 0.817 0.728 0.665 0.565 0.503 0.380 0.323 0.263 0.229 0.199 69


70 4.276 3.237 2.450 1.695 1.283 0.971 0.825 0.735 0.672 0.571 0.509 0.385 0.327 0.267 0.233 0.202 70


71 4.291 3.251 2.464 1.707 1.294 0.980 0.834 0.743 0.679 0.578 0.515 0.390 0.332 0.270 0.236 0.205 71


72 4.306 3.266 2.478 1.719 1.304 0.989 0.842 0.751 0.687 0.584 0.521 0.395 0.336 0.274 0.240 0.208 72


73 4.321 3.281 2.492 1.732 1.315 0.999 0.850 0.758 0.694 0.591 0.527 0.400 0.341 0.278 0.243 0.211 73


74 4.336 3.296 2.506 1.744 1.326 1.008 0.858 0.766 0.701 0.597 0.533 0.405 0.345 0.282 0.247 0.214 74


75 4.351 3.311 2.520 1.756 1.337 1.017 0.867 0.774 0.709 0.604 0.540 0.411 0.350 0.286 0.251 0.218 75


76 4.366 3.326 2.534 1.769 1.347 1.027 0.875 0.782 0.716 0.611 0.546 0.416 0.355 0.290 0.254 0.221 76


77 4.381 3.341 2.548 1.781 1.358 1.036 0.884 0.790 0.724 0.618 0.552 0.421 0.359 0.294 0.258 0.225 77


78 4.396 3.357 2.563 1.794 1.369 1.046 0.893 0.798 0.732 0.625 0.559 0.427 0.364 0.299 0.262 0.228 78


79 4.412 3.372 2.577 1.806 1.381 1.055 0.902 0.807 0.740 0.632 0.565 0.432 0.369 0.303 0.266 0.231 79


80 4.427 3.387 2.592 1.819 1.392 1.065 0.911 0.815 0.748 0.639 0.572 0.438 0.374 0.307 0.270 0.235 80


81 4.442 3.403 2.606 1.832 1.403 1.075 0.920 0.823 0.756 0.646 0.579 0.443 0.379 0.312 0.274 0.239 81


82 4.458 3.418 2.621 1.845 1.415 1.085 0.929 0.832 0.764 0.654 0.585 0.449 0.384 0.316 0.278 0.242 82


83 4.473 3.434 2.636 1.858 1.426 1.095 0.938 0.840 0.772 0.661 0.592 0.455 0.390 0.321 0.282 0.246 83


84 4.489 3.449 2.651 1.871 1.438 1.105 0.947 0.849 0.780 0.669 0.599 0.461 0.395 0.325 0.286 0.250 84


85 4.505 3.465 2.666 1.884 1.450 1.115 0.956 0.858 0.788 0.676 0.606 0.466 0.400 0.330 0.290 0.254 85


86 4.520 3.481 2.681 1.898 1.461 1.125 0.966 0.867 0.797 0.684 0.614 0.472 0.405 0.334 0.295 0.258 86


87 4.536 3.497 2.696 1.911 1.473 1.136 0.975 0.876 0.805 0.691 0.621 0.479 0.411 0.339 0.299 0.262 87


88 4.552 3.513 2.711 1.925 1.485 1.146 0.985 0.885 0.814 0.699 0.628 0.485 0.416 0.344 0.303 0.266 88


89 4.568 3.529 2.726 1.938 1.497 1.157 0.995 0.894 0.822 0.707 0.635 0.491 0.422 0.349 0.308 0.270 89


90 4.584 3.545 2.742 1.952 1.510 1.167 1.005 0.903 0.831 0.715 0.643 0.497 0.428 0.354 0.312 0.274 90


91 4.600 3.561 2.757 1.966 1.522 1.178 1.014 0.912 0.840 0.723 0.650 0.504 0.434 0.359 0.317 0.278 91


92 4.616 3.577 2.773 1.980 1.534 1.189 1.024 0.922 0.849 0.731 0.658 0.510 0.439 0.364 0.322 0.282 92


93 4.632 3.594 2.788 1.994 1.547 1.200 1.035 0.931 0.858 0.740 0.666 0.517 0.445 0.369 0.327 0.287 93


94 4.648 3.610 2.804 2.008 1.559 1.211 1.045 0.941 0.867 0.748 0.674 0.523 0.451 0.375 0.331 0.291 94


95 4.664 3.627 2.820 2.022 1.572 1.222 1.055 0.951 0.877 0.757 0.682 0.530 0.457 0.380 0.336 0.295 95


96 4.680 3.643 2.836 2.036 1.585 1.234 1.066 0.960 0.886 0.765 0.690 0.537 0.464 0.385 0.341 0.300 96


97 4.697 3.660 2.852 2.051 1.598 1.245 1.076 0.970 0.895 0.774 0.698 0.544 0.470 0.391 0.346 0.305 97


98 4.713 3.676 2.868 2.065 1.611 1.257 1.087 0.980 0.905 0.783 0.706 0.551 0.476 0.396 0.352 0.309 98


99 4.729 3.693 2.884 2.080 1.624 1.268 1.097 0.990 0.915 0.791 0.714 0.558 0.483 0.402 0.357 0.314 99


100 4.746 3.710 2.900 2.094 1.637 1.280 1.108 1.001 0.924 0.800 0.723 0.565 0.489 0.408 0.362 0.319 100


101 4.754 3.718 2.908 2.101 1.643 1.285 1.113 1.005 0.929 0.804 0.726 0.568 0.492 0.410 0.364 0.321 101


102 4.762 3.726 2.915 2.108 1.649 1.291 1.118 1.010 0.933 0.808 0.730 0.571 0.495 0.413 0.367 0.323 102


103 4.770 3.734 2.923 2.115 1.656 1.296 1.123 1.015 0.938 0.813 0.734 0.575 0.498 0.416 0.369 0.325 103


104 4.778 3.742 2.931 2.122 1.662 1.301 1.128 1.019 0.942 0.817 0.738 0.578 0.501 0.418 0.372 0.328 104


105 4.786 3.750 2.939 2.129 1.668 1.307 1.133 1.024 0.947 0.821 0.742 0.581 0.504 0.421 0.374 0.330 105


106 4.794 3.758 2.946 2.136 1.674 1.312 1.138 1.029 0.951 0.825 0.746 0.585 0.507 0.424 0.377 0.332 106


107 4.802 3.766 2.954 2.142 1.680 1.318 1.143 1.034 0.956 0.829 0.750 0.588 0.510 0.426 0.379 0.334 107


108 4.810 3.775 2.962 2.149 1.687 1.323 1.148 1.038 0.960 0.833 0.754 0.591 0.513 0.429 0.382 0.337 108


109 4.819 3.783 2.970 2.156 1.693 1.329 1.153 1.043 0.965 0.838 0.758 0.595 0.516 0.432 0.384 0.339 109


110 4.827 3.791 2.977 2.163 1.699 1.334 1.159 1.048 0.970 0.842 0.762 0.598 0.519 0.435 0.387 0.341 110


111 4.835 3.799 2.985 2.170 1.705 1.340 1.164 1.053 0.974 0.846 0.766 0.602 0.522 0.437 0.389 0.344 111


112 4.843 3.807 2.993 2.177 1.712 1.346 1.169 1.058 0.979 0.850 0.770 0.605 0.526 0.440 0.392 0.346 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR6, Monument Creek below Jackson Creek at Upper Monument Regional wastewater-treatment facility downstream to 

station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 4.851 3.816 3.001 2.185 1.718 1.351 1.174 1.063 0.984 0.855 0.774 0.609 0.529 0.443 0.394 0.348 113


114 4.860 3.824 3.009 2.192 1.725 1.357 1.179 1.068 0.988 0.859 0.778 0.612 0.532 0.446 0.397 0.351 114


115 4.868 3.832 3.017 2.199 1.731 1.363 1.185 1.073 0.993 0.863 0.782 0.616 0.535 0.449 0.399 0.353 115


116 4.876 3.840 3.025 2.206 1.737 1.368 1.190 1.078 0.998 0.868 0.786 0.619 0.538 0.451 0.402 0.356 116


117 4.884 3.849 3.033 2.213 1.744 1.374 1.195 1.083 1.003 0.872 0.790 0.623 0.542 0.454 0.405 0.358 117


118 4.893 3.857 3.041 2.220 1.750 1.380 1.201 1.088 1.008 0.877 0.794 0.626 0.545 0.457 0.407 0.360 118


119 4.901 3.865 3.049 2.227 1.757 1.386 1.206 1.093 1.012 0.881 0.798 0.630 0.548 0.460 0.410 0.363 119


120 4.909 3.874 3.057 2.235 1.763 1.391 1.211 1.098 1.017 0.886 0.803 0.633 0.551 0.463 0.413 0.365 120


121 4.918 3.882 3.065 2.242 1.770 1.397 1.217 1.103 1.022 0.890 0.807 0.637 0.555 0.466 0.416 0.368 121


122 4.926 3.890 3.073 2.249 1.776 1.403 1.222 1.108 1.027 0.895 0.811 0.641 0.558 0.469 0.418 0.370 122


123 4.934 3.899 3.081 2.257 1.783 1.409 1.228 1.113 1.032 0.899 0.815 0.644 0.561 0.472 0.421 0.373 123


124 4.943 3.907 3.089 2.264 1.790 1.415 1.233 1.118 1.037 0.904 0.820 0.648 0.565 0.475 0.424 0.375 124


125 4.951 3.916 3.097 2.271 1.796 1.421 1.239 1.124 1.042 0.908 0.824 0.652 0.568 0.478 0.427 0.378 125


126 4.959 3.924 3.105 2.279 1.803 1.427 1.244 1.129 1.047 0.913 0.828 0.656 0.572 0.481 0.429 0.381 126


127 4.968 3.933 3.113 2.286 1.810 1.433 1.250 1.134 1.052 0.918 0.833 0.659 0.575 0.484 0.432 0.383 127


128 4.976 3.941 3.121 2.293 1.816 1.439 1.255 1.139 1.057 0.922 0.837 0.663 0.579 0.487 0.435 0.386 128


129 4.985 3.950 3.130 2.301 1.823 1.445 1.261 1.145 1.062 0.927 0.842 0.667 0.582 0.490 0.438 0.388 129


130 4.993 3.958 3.138 2.308 1.830 1.451 1.266 1.150 1.067 0.932 0.846 0.671 0.585 0.493 0.441 0.391 130


131 5.001 3.967 3.146 2.316 1.837 1.457 1.272 1.155 1.072 0.936 0.850 0.675 0.589 0.496 0.444 0.394 131


132 5.010 3.975 3.154 2.323 1.844 1.463 1.278 1.161 1.077 0.941 0.855 0.678 0.593 0.500 0.447 0.396 132


133 5.018 3.984 3.163 2.331 1.850 1.469 1.283 1.166 1.083 0.946 0.859 0.682 0.596 0.503 0.450 0.399 133


134 5.027 3.993 3.171 2.338 1.857 1.475 1.289 1.172 1.088 0.951 0.864 0.686 0.600 0.506 0.453 0.402 134


135 5.035 4.001 3.179 2.346 1.864 1.481 1.295 1.177 1.093 0.955 0.869 0.690 0.603 0.509 0.456 0.405 135


136 5.044 4.010 3.188 2.354 1.871 1.487 1.301 1.182 1.098 0.960 0.873 0.694 0.607 0.512 0.459 0.407 136


137 5.052 4.018 3.196 2.361 1.878 1.494 1.306 1.188 1.104 0.965 0.878 0.698 0.611 0.516 0.462 0.410 137


138 5.061 4.027 3.204 2.369 1.885 1.500 1.312 1.194 1.109 0.970 0.882 0.702 0.614 0.519 0.465 0.413 138


139 5.070 4.036 3.213 2.377 1.892 1.506 1.318 1.199 1.114 0.975 0.887 0.706 0.618 0.522 0.468 0.416 139


140 5.078 4.045 3.221 2.384 1.899 1.512 1.324 1.205 1.120 0.980 0.892 0.710 0.622 0.526 0.471 0.419 140


141 5.087 4.053 3.230 2.392 1.906 1.519 1.330 1.210 1.125 0.985 0.896 0.714 0.625 0.529 0.474 0.422 141


142 5.095 4.062 3.238 2.400 1.913 1.525 1.336 1.216 1.130 0.990 0.901 0.718 0.629 0.532 0.477 0.424 142


143 5.104 4.071 3.247 2.408 1.920 1.532 1.342 1.222 1.136 0.995 0.906 0.722 0.633 0.536 0.480 0.427 143


144 5.113 4.080 3.255 2.415 1.927 1.538 1.348 1.227 1.141 1.000 0.911 0.727 0.637 0.539 0.483 0.430 144


145 5.121 4.088 3.264 2.423 1.935 1.544 1.354 1.233 1.147 1.005 0.915 0.731 0.641 0.543 0.486 0.433 145


146 5.130 4.097 3.272 2.431 1.942 1.551 1.360 1.239 1.152 1.010 0.920 0.735 0.644 0.546 0.490 0.436 146


147 5.139 4.106 3.281 2.439 1.949 1.557 1.366 1.244 1.158 1.015 0.925 0.739 0.648 0.549 0.493 0.439 147


148 5.147 4.115 3.290 2.447 1.956 1.564 1.372 1.250 1.163 1.020 0.930 0.743 0.652 0.553 0.496 0.442 148


149 5.156 4.124 3.298 2.455 1.963 1.570 1.378 1.256 1.169 1.026 0.935 0.748 0.656 0.556 0.499 0.445 149


150 5.165 4.133 3.307 2.463 1.971 1.577 1.384 1.262 1.174 1.031 0.940 0.752 0.660 0.560 0.503 0.448 150


151 5.174 4.142 3.316 2.471 1.978 1.584 1.390 1.268 1.180 1.036 0.945 0.756 0.664 0.564 0.506 0.451 151


152 5.182 4.151 3.324 2.479 1.985 1.590 1.397 1.274 1.186 1.041 0.950 0.761 0.668 0.567 0.509 0.454 152


153 5.191 4.160 3.333 2.487 1.993 1.597 1.403 1.280 1.191 1.047 0.955 0.765 0.672 0.571 0.513 0.457 153


154 5.200 4.169 3.342 2.495 2.000 1.603 1.409 1.285 1.197 1.052 0.960 0.769 0.676 0.574 0.516 0.461 154


155 5.209 4.178 3.351 2.503 2.008 1.610 1.415 1.291 1.203 1.057 0.965 0.774 0.680 0.578 0.519 0.464 155


156 5.218 4.187 3.359 2.511 2.015 1.617 1.422 1.297 1.209 1.063 0.970 0.778 0.684 0.582 0.523 0.467 156


157 5.226 4.196 3.368 2.519 2.023 1.624 1.428 1.303 1.215 1.068 0.975 0.783 0.688 0.585 0.526 0.470 157


158 5.235 4.205 3.377 2.528 2.030 1.630 1.434 1.310 1.220 1.073 0.980 0.787 0.692 0.589 0.530 0.473 158


159 5.244 4.214 3.386 2.536 2.038 1.637 1.441 1.316 1.226 1.079 0.985 0.792 0.697 0.593 0.533 0.476 159


160 5.253 4.223 3.395 2.544 2.045 1.644 1.447 1.322 1.232 1.084 0.991 0.796 0.701 0.597 0.537 0.480 160


161 5.262 4.232 3.404 2.552 2.053 1.651 1.454 1.328 1.238 1.090 0.996 0.801 0.705 0.600 0.540 0.483 161


162 5.271 4.241 3.413 2.561 2.060 1.658 1.460 1.334 1.244 1.095 1.001 0.805 0.709 0.604 0.544 0.486 162


163 5.280 4.250 3.422 2.569 2.068 1.665 1.467 1.340 1.250 1.101 1.006 0.810 0.714 0.608 0.547 0.490 163


164 5.289 4.260 3.431 2.577 2.076 1.672 1.473 1.347 1.256 1.107 1.012 0.815 0.718 0.612 0.551 0.493 164


165 5.298 4.269 3.440 2.586 2.083 1.679 1.480 1.353 1.262 1.112 1.017 0.819 0.722 0.616 0.555 0.496 165


166 5.307 4.278 3.449 2.594 2.091 1.686 1.486 1.359 1.268 1.118 1.022 0.824 0.727 0.620 0.558 0.500 166


167 5.316 4.287 3.458 2.602 2.099 1.693 1.493 1.365 1.274 1.123 1.028 0.829 0.731 0.624 0.562 0.503 167


168 5.325 4.297 3.467 2.611 2.107 1.700 1.499 1.372 1.280 1.129 1.033 0.834 0.735 0.628 0.566 0.507 168

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR6, Monument Creek below Jackson Creek at Upper Monument Regional wastewater-treatment facility downstream to 

station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 5.334 4.306 3.476 2.619 2.115 1.707 1.506 1.378 1.286 1.135 1.039 0.838 0.740 0.632 0.569 0.510 169


170 5.343 4.315 3.485 2.628 2.122 1.714 1.513 1.385 1.293 1.141 1.044 0.843 0.744 0.636 0.573 0.513 170


171 5.352 4.325 3.494 2.636 2.130 1.721 1.520 1.391 1.299 1.146 1.049 0.848 0.749 0.640 0.577 0.517 171


172 5.361 4.334 3.504 2.645 2.138 1.729 1.526 1.397 1.305 1.152 1.055 0.853 0.753 0.644 0.581 0.521 172


173 5.370 4.343 3.513 2.654 2.146 1.736 1.533 1.404 1.311 1.158 1.061 0.858 0.758 0.648 0.585 0.524 173


174 5.379 4.353 3.522 2.662 2.154 1.743 1.540 1.410 1.318 1.164 1.066 0.863 0.762 0.652 0.588 0.528 174


175 5.388 4.362 3.531 2.671 2.162 1.750 1.547 1.417 1.324 1.170 1.072 0.868 0.767 0.656 0.592 0.531 175


176 5.397 4.371 3.541 2.679 2.170 1.758 1.554 1.424 1.330 1.176 1.077 0.873 0.771 0.660 0.596 0.535 176


177 5.406 4.381 3.550 2.688 2.178 1.765 1.561 1.430 1.337 1.182 1.083 0.878 0.776 0.665 0.600 0.539 177


178 5.416 4.390 3.559 2.697 2.186 1.772 1.568 1.437 1.343 1.188 1.089 0.883 0.781 0.669 0.604 0.542 178


179 5.425 4.400 3.569 2.706 2.195 1.780 1.575 1.444 1.349 1.194 1.095 0.888 0.785 0.673 0.608 0.546 179


180 5.434 4.409 3.578 2.714 2.203 1.787 1.582 1.450 1.356 1.200 1.100 0.893 0.790 0.677 0.612 0.550 180


181 5.443 4.419 3.587 2.723 2.211 1.795 1.589 1.457 1.362 1.206 1.106 0.898 0.795 0.682 0.616 0.553 181


182 5.452 4.428 3.597 2.732 2.219 1.802 1.596 1.464 1.369 1.212 1.112 0.903 0.800 0.686 0.620 0.557 182


183 5.462 4.438 3.606 2.741 2.227 1.810 1.603 1.471 1.376 1.218 1.118 0.908 0.804 0.690 0.624 0.561 183


184 5.471 4.448 3.616 2.750 2.236 1.817 1.610 1.477 1.382 1.224 1.124 0.914 0.809 0.695 0.628 0.565 184


185 5.480 4.457 3.625 2.759 2.244 1.825 1.617 1.484 1.389 1.231 1.130 0.919 0.814 0.699 0.632 0.569 185


186 5.489 4.467 3.635 2.768 2.252 1.833 1.624 1.491 1.396 1.237 1.136 0.924 0.819 0.704 0.637 0.573 186


187 5.499 4.476 3.644 2.777 2.261 1.840 1.632 1.498 1.402 1.243 1.142 0.929 0.824 0.708 0.641 0.576 187


188 5.508 4.486 3.654 2.786 2.269 1.848 1.639 1.505 1.409 1.250 1.148 0.935 0.829 0.713 0.645 0.580 188


189 5.517 4.496 3.663 2.795 2.277 1.856 1.646 1.512 1.416 1.256 1.154 0.940 0.834 0.717 0.649 0.584 189


190 5.527 4.506 3.673 2.804 2.286 1.863 1.654 1.519 1.422 1.262 1.160 0.945 0.839 0.722 0.654 0.588 190


191 5.536 4.515 3.683 2.813 2.294 1.871 1.661 1.526 1.429 1.269 1.166 0.951 0.844 0.726 0.658 0.592 191


192 5.545 4.525 3.692 2.822 2.303 1.879 1.668 1.533 1.436 1.275 1.172 0.956 0.849 0.731 0.662 0.596 192


193 5.555 4.535 3.702 2.831 2.311 1.887 1.676 1.540 1.443 1.282 1.178 0.962 0.854 0.736 0.667 0.601 193


194 5.564 4.545 3.712 2.840 2.320 1.895 1.683 1.548 1.450 1.288 1.184 0.967 0.859 0.740 0.671 0.605 194


195 5.574 4.554 3.722 2.850 2.329 1.903 1.691 1.555 1.457 1.295 1.191 0.973 0.864 0.745 0.675 0.609 195


196 5.583 4.564 3.731 2.859 2.337 1.911 1.698 1.562 1.464 1.301 1.197 0.978 0.870 0.750 0.680 0.613 196


197 5.593 4.574 3.741 2.868 2.346 1.919 1.706 1.569 1.471 1.308 1.203 0.984 0.875 0.754 0.684 0.617 197


198 5.602 4.584 3.751 2.877 2.355 1.927 1.713 1.577 1.478 1.314 1.210 0.990 0.880 0.759 0.689 0.621 198


199 5.611 4.594 3.761 2.887 2.363 1.935 1.721 1.584 1.485 1.321 1.216 0.995 0.885 0.764 0.693 0.626 199


200 5.621 4.604 3.771 2.896 2.372 1.943 1.729 1.591 1.492 1.328 1.222 1.001 0.891 0.769 0.698 0.630 200

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR7, station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy downstream to Monument 

Creek at U.S. Air Force Academy wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.322 0.202 0.127 0.068 0.043 0.027 0.021 0.017 0.014 0.011 0.009 0.006 0.004 0.003 0.002 0.002 1 

2 0.521 0.330 0.209 0.114 0.072 0.046 0.035 0.029 0.025 0.019 0.016 0.010 0.008 0.005 0.004 0.003 2 

3 0.842 0.538 0.344 0.190 0.122 0.078 0.060 0.050 0.043 0.033 0.027 0.018 0.014 0.010 0.008 0.006 3 

4 0.992 0.641 0.414 0.233 0.150 0.097 0.075 0.063 0.055 0.042 0.035 0.023 0.018 0.013 0.010 0.008 4 

5 1.169 0.764 0.499 0.285 0.186 0.122 0.095 0.079 0.069 0.054 0.045 0.030 0.023 0.017 0.014 0.011 5 

6 1.312 0.863 0.568 0.326 0.215 0.141 0.110 0.093 0.081 0.064 0.053 0.035 0.027 0.020 0.016 0.013 6 

7 1.472 0.975 0.645 0.374 0.248 0.164 0.129 0.109 0.095 0.075 0.063 0.042 0.033 0.024 0.020 0.016 7 

8 1.577 1.051 0.700 0.409 0.273 0.182 0.143 0.121 0.106 0.084 0.071 0.047 0.037 0.028 0.023 0.018 8 

9 1.690 1.133 0.760 0.448 0.300 0.201 0.159 0.135 0.119 0.094 0.080 0.053 0.042 0.031 0.026 0.021 9 

10 1.811 1.222 0.824 0.490 0.331 0.223 0.177 0.151 0.133 0.105 0.090 0.060 0.048 0.036 0.030 0.024 10 

11 1.878 1.274 0.864 0.518 0.351 0.238 0.190 0.162 0.143 0.114 0.097 0.066 0.052 0.039 0.033 0.027 11 

12 1.948 1.329 0.906 0.546 0.373 0.254 0.203 0.173 0.153 0.123 0.105 0.071 0.057 0.043 0.036 0.029 12 

13 2.020 1.385 0.950 0.577 0.396 0.271 0.218 0.186 0.165 0.132 0.113 0.077 0.062 0.047 0.039 0.032 13 

14 2.095 1.445 0.996 0.609 0.420 0.290 0.233 0.200 0.177 0.143 0.122 0.084 0.068 0.052 0.043 0.036 14 

15 2.173 1.506 1.044 0.643 0.446 0.309 0.250 0.214 0.190 0.154 0.132 0.091 0.074 0.056 0.047 0.039 15 

16 2.227 1.550 1.078 0.668 0.465 0.323 0.262 0.225 0.200 0.162 0.139 0.097 0.078 0.060 0.050 0.042 16 

17 2.282 1.594 1.114 0.693 0.484 0.338 0.274 0.236 0.211 0.171 0.147 0.103 0.083 0.064 0.054 0.045 17 

18 2.338 1.640 1.150 0.720 0.505 0.354 0.288 0.248 0.221 0.180 0.155 0.109 0.089 0.068 0.057 0.048 18 

19 2.396 1.687 1.188 0.747 0.526 0.370 0.302 0.261 0.233 0.190 0.164 0.115 0.094 0.073 0.061 0.051 19 

20 2.455 1.736 1.227 0.775 0.548 0.387 0.316 0.274 0.245 0.200 0.173 0.122 0.100 0.077 0.065 0.055 20 

21 2.491 1.766 1.252 0.795 0.563 0.399 0.327 0.283 0.253 0.207 0.180 0.127 0.104 0.081 0.068 0.057 21 

22 2.528 1.797 1.278 0.814 0.579 0.412 0.337 0.293 0.262 0.215 0.186 0.133 0.109 0.084 0.072 0.060 22 

23 2.565 1.829 1.304 0.834 0.595 0.424 0.348 0.302 0.271 0.223 0.193 0.138 0.113 0.088 0.075 0.063 23 

24 2.602 1.861 1.331 0.855 0.611 0.437 0.359 0.313 0.281 0.231 0.201 0.144 0.118 0.092 0.078 0.066 24 

25 2.641 1.894 1.359 0.876 0.628 0.451 0.371 0.323 0.290 0.239 0.208 0.149 0.123 0.096 0.082 0.069 25 

26 2.679 1.927 1.387 0.897 0.645 0.464 0.383 0.334 0.300 0.248 0.216 0.155 0.128 0.101 0.086 0.072 26 

27 2.718 1.961 1.415 0.919 0.663 0.479 0.395 0.345 0.311 0.257 0.224 0.162 0.134 0.105 0.090 0.076 27 

28 2.758 1.996 1.444 0.942 0.682 0.493 0.408 0.357 0.322 0.266 0.233 0.168 0.139 0.110 0.094 0.080 28 

29 2.799 2.031 1.474 0.965 0.700 0.508 0.421 0.369 0.333 0.276 0.241 0.175 0.145 0.115 0.098 0.083 29 

30 2.839 2.067 1.505 0.989 0.720 0.524 0.435 0.381 0.344 0.286 0.251 0.182 0.152 0.120 0.103 0.087 30 

31 2.865 2.090 1.525 1.005 0.733 0.535 0.445 0.390 0.353 0.293 0.257 0.188 0.156 0.124 0.106 0.090 31 

32 2.890 2.113 1.545 1.021 0.747 0.546 0.455 0.399 0.361 0.301 0.264 0.193 0.161 0.128 0.110 0.093 32 

33 2.915 2.136 1.566 1.038 0.761 0.557 0.465 0.408 0.370 0.308 0.271 0.198 0.165 0.132 0.113 0.096 33 

34 2.941 2.160 1.587 1.055 0.775 0.569 0.475 0.418 0.378 0.316 0.278 0.204 0.170 0.136 0.117 0.100 34 

35 2.967 2.184 1.608 1.072 0.789 0.581 0.486 0.428 0.388 0.324 0.285 0.210 0.175 0.140 0.121 0.103 35 

36 2.993 2.208 1.629 1.090 0.804 0.593 0.497 0.438 0.397 0.332 0.293 0.216 0.181 0.144 0.125 0.107 36 

37 3.020 2.233 1.651 1.108 0.819 0.606 0.508 0.448 0.406 0.341 0.300 0.222 0.186 0.149 0.129 0.110 37 

38 3.047 2.258 1.673 1.126 0.834 0.618 0.519 0.458 0.416 0.349 0.308 0.228 0.192 0.154 0.133 0.114 38 

39 3.073 2.283 1.695 1.144 0.850 0.631 0.530 0.469 0.426 0.358 0.316 0.235 0.197 0.159 0.137 0.118 39 

40 3.101 2.308 1.718 1.163 0.866 0.644 0.542 0.480 0.436 0.367 0.325 0.242 0.203 0.164 0.142 0.122 40 

41 3.120 2.326 1.735 1.177 0.878 0.654 0.551 0.488 0.444 0.374 0.331 0.247 0.208 0.167 0.145 0.125 41 

42 3.139 2.345 1.752 1.191 0.890 0.665 0.560 0.496 0.452 0.381 0.338 0.252 0.213 0.171 0.149 0.128 42 

43 3.159 2.364 1.769 1.205 0.902 0.675 0.570 0.505 0.460 0.388 0.344 0.258 0.217 0.176 0.152 0.131 43 

44 3.179 2.383 1.786 1.220 0.914 0.685 0.579 0.514 0.468 0.396 0.351 0.263 0.222 0.180 0.156 0.135 44 

45 3.199 2.402 1.803 1.235 0.927 0.696 0.589 0.523 0.477 0.403 0.358 0.269 0.227 0.184 0.160 0.138 45 

46 3.219 2.421 1.821 1.250 0.940 0.707 0.598 0.532 0.485 0.411 0.365 0.274 0.232 0.188 0.164 0.142 46 

47 3.239 2.440 1.839 1.265 0.953 0.718 0.608 0.541 0.494 0.418 0.372 0.280 0.238 0.193 0.168 0.145 47 

48 3.259 2.460 1.856 1.280 0.966 0.729 0.619 0.550 0.503 0.426 0.379 0.286 0.243 0.197 0.172 0.149 48 

49 3.279 2.479 1.875 1.295 0.979 0.740 0.629 0.560 0.512 0.434 0.387 0.293 0.248 0.202 0.176 0.153 49 

50 3.300 2.499 1.893 1.311 0.993 0.752 0.639 0.570 0.521 0.443 0.394 0.299 0.254 0.207 0.181 0.157 50 

51 3.309 2.509 1.903 1.320 1.001 0.759 0.646 0.576 0.526 0.448 0.399 0.303 0.257 0.210 0.184 0.159 51 

52 3.318 2.519 1.913 1.329 1.009 0.766 0.652 0.582 0.532 0.453 0.404 0.307 0.261 0.213 0.186 0.162 52 

53 3.328 2.529 1.923 1.338 1.017 0.773 0.658 0.588 0.538 0.458 0.409 0.311 0.265 0.216 0.189 0.164 53 

54 3.337 2.540 1.933 1.347 1.025 0.780 0.665 0.594 0.544 0.463 0.414 0.315 0.268 0.219 0.192 0.167 54 

55 3.347 2.550 1.943 1.356 1.033 0.787 0.671 0.600 0.550 0.469 0.419 0.319 0.272 0.223 0.195 0.170 55 

56 3.356 2.560 1.953 1.365 1.042 0.794 0.678 0.606 0.555 0.474 0.424 0.323 0.276 0.226 0.198 0.172 56 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR7, station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy downstream to Monument 

Creek at U.S. Air Force Academy wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 3.366 2.570 1.963 1.375 1.050 0.802 0.685 0.612 0.561 0.480 0.429 0.328 0.280 0.229 0.201 0.175 57


58 3.375 2.581 1.973 1.384 1.058 0.809 0.692 0.619 0.567 0.485 0.434 0.332 0.284 0.233 0.204 0.178 58


59 3.385 2.591 1.984 1.393 1.067 0.817 0.698 0.625 0.574 0.491 0.439 0.336 0.287 0.236 0.207 0.181 59


60 3.395 2.602 1.994 1.403 1.075 0.824 0.705 0.632 0.580 0.496 0.444 0.341 0.291 0.240 0.211 0.184 60


61 3.404 2.612 2.005 1.412 1.084 0.832 0.712 0.638 0.586 0.502 0.450 0.345 0.296 0.243 0.214 0.187 61


62 3.414 2.623 2.015 1.422 1.093 0.839 0.719 0.645 0.592 0.508 0.455 0.350 0.300 0.247 0.217 0.190 62


63 3.424 2.633 2.026 1.432 1.101 0.847 0.727 0.652 0.599 0.514 0.461 0.354 0.304 0.250 0.220 0.193 63


64 3.433 2.644 2.036 1.442 1.110 0.855 0.734 0.658 0.605 0.520 0.466 0.359 0.308 0.254 0.224 0.196 64


65 3.443 2.655 2.047 1.451 1.119 0.863 0.741 0.665 0.612 0.525 0.472 0.364 0.312 0.258 0.227 0.199 65


66 3.453 2.665 2.057 1.461 1.128 0.871 0.748 0.672 0.618 0.532 0.477 0.369 0.317 0.262 0.231 0.202 66


67 3.463 2.676 2.068 1.471 1.137 0.879 0.756 0.679 0.625 0.538 0.483 0.373 0.321 0.266 0.234 0.205 67


68 3.472 2.687 2.079 1.481 1.146 0.887 0.763 0.686 0.632 0.544 0.489 0.378 0.326 0.269 0.238 0.209 68


69 3.482 2.698 2.090 1.491 1.155 0.895 0.771 0.693 0.639 0.550 0.495 0.383 0.330 0.273 0.242 0.212 69


70 3.492 2.709 2.101 1.501 1.165 0.903 0.778 0.701 0.645 0.556 0.501 0.388 0.335 0.278 0.245 0.215 70


71 3.502 2.719 2.112 1.512 1.174 0.912 0.786 0.708 0.652 0.563 0.507 0.393 0.339 0.282 0.249 0.219 71


72 3.512 2.730 2.123 1.522 1.183 0.920 0.794 0.715 0.660 0.569 0.513 0.399 0.344 0.286 0.253 0.222 72


73 3.522 2.741 2.134 1.532 1.193 0.928 0.802 0.723 0.667 0.576 0.519 0.404 0.349 0.290 0.257 0.226 73


74 3.532 2.753 2.145 1.543 1.202 0.937 0.810 0.730 0.674 0.582 0.525 0.409 0.354 0.294 0.261 0.229 74


75 3.542 2.764 2.156 1.553 1.212 0.946 0.818 0.738 0.681 0.589 0.531 0.415 0.359 0.299 0.265 0.233 75


76 3.552 2.775 2.168 1.564 1.222 0.954 0.826 0.745 0.688 0.596 0.538 0.420 0.364 0.303 0.269 0.237 76


77 3.562 2.786 2.179 1.574 1.231 0.963 0.834 0.753 0.696 0.603 0.544 0.426 0.369 0.308 0.273 0.241 77


78 3.572 2.797 2.190 1.585 1.241 0.972 0.842 0.761 0.703 0.610 0.551 0.431 0.374 0.312 0.277 0.244 78


79 3.582 2.808 2.202 1.596 1.251 0.981 0.851 0.769 0.711 0.617 0.557 0.437 0.379 0.317 0.281 0.248 79


80 3.593 2.820 2.213 1.607 1.261 0.990 0.859 0.777 0.719 0.624 0.564 0.443 0.384 0.321 0.286 0.252 80


81 3.603 2.831 2.225 1.618 1.271 0.999 0.868 0.785 0.726 0.631 0.571 0.449 0.390 0.326 0.290 0.256 81


82 3.613 2.843 2.236 1.629 1.281 1.008 0.876 0.793 0.734 0.638 0.578 0.455 0.395 0.331 0.295 0.260 82


83 3.623 2.854 2.248 1.640 1.292 1.017 0.885 0.801 0.742 0.645 0.585 0.461 0.400 0.336 0.299 0.265 83


84 3.634 2.866 2.260 1.651 1.302 1.027 0.894 0.810 0.750 0.653 0.592 0.467 0.406 0.341 0.304 0.269 84


85 3.644 2.877 2.272 1.662 1.312 1.036 0.903 0.818 0.758 0.660 0.599 0.473 0.412 0.346 0.308 0.273 85


86 3.654 2.889 2.284 1.674 1.323 1.046 0.911 0.827 0.766 0.668 0.606 0.479 0.417 0.351 0.313 0.277 86


87 3.665 2.900 2.295 1.685 1.334 1.055 0.920 0.835 0.775 0.676 0.613 0.485 0.423 0.356 0.318 0.282 87


88 3.675 2.912 2.307 1.696 1.344 1.065 0.930 0.844 0.783 0.683 0.621 0.492 0.429 0.361 0.323 0.286 88


89 3.685 2.924 2.320 1.708 1.355 1.075 0.939 0.853 0.792 0.691 0.628 0.498 0.435 0.367 0.328 0.291 89


90 3.696 2.936 2.332 1.720 1.366 1.085 0.948 0.862 0.800 0.699 0.636 0.505 0.441 0.372 0.333 0.296 90


91 3.706 2.947 2.344 1.731 1.377 1.095 0.957 0.871 0.809 0.707 0.643 0.511 0.447 0.378 0.338 0.300 91


92 3.717 2.959 2.356 1.743 1.388 1.105 0.967 0.880 0.817 0.715 0.651 0.518 0.453 0.383 0.343 0.305 92


93 3.727 2.971 2.368 1.755 1.399 1.115 0.977 0.889 0.826 0.724 0.659 0.525 0.460 0.389 0.349 0.310 93


94 3.738 2.983 2.381 1.767 1.410 1.125 0.986 0.898 0.835 0.732 0.667 0.532 0.466 0.395 0.354 0.315 94


95 3.749 2.995 2.393 1.779 1.421 1.136 0.996 0.907 0.844 0.740 0.675 0.539 0.473 0.401 0.359 0.320 95


96 3.759 3.007 2.406 1.791 1.433 1.146 1.006 0.917 0.853 0.749 0.683 0.546 0.479 0.407 0.365 0.325 96


97 3.770 3.019 2.418 1.803 1.444 1.157 1.016 0.926 0.862 0.757 0.691 0.553 0.486 0.413 0.370 0.330 97


98 3.781 3.032 2.431 1.815 1.456 1.167 1.026 0.936 0.872 0.766 0.699 0.561 0.493 0.419 0.376 0.336 98


99 3.791 3.044 2.444 1.828 1.467 1.178 1.036 0.946 0.881 0.775 0.708 0.568 0.499 0.425 0.382 0.341 99


100 3.802 3.056 2.456 1.840 1.479 1.189 1.046 0.956 0.891 0.784 0.716 0.576 0.506 0.431 0.388 0.347 100


101 3.807 3.062 2.462 1.846 1.485 1.194 1.051 0.960 0.895 0.788 0.720 0.579 0.510 0.434 0.391 0.349 101


102 3.812 3.068 2.468 1.852 1.490 1.199 1.056 0.965 0.900 0.792 0.724 0.583 0.513 0.437 0.393 0.352 102


103 3.817 3.073 2.474 1.858 1.496 1.204 1.061 0.970 0.904 0.797 0.728 0.586 0.516 0.440 0.396 0.354 103


104 3.822 3.079 2.480 1.864 1.501 1.210 1.066 0.974 0.909 0.801 0.732 0.590 0.520 0.443 0.399 0.357 104


105 3.827 3.085 2.486 1.870 1.507 1.215 1.071 0.979 0.913 0.805 0.736 0.594 0.523 0.446 0.402 0.360 105


106 3.832 3.091 2.493 1.876 1.513 1.220 1.076 0.984 0.918 0.810 0.741 0.597 0.527 0.449 0.405 0.362 106


107 3.837 3.096 2.499 1.882 1.518 1.225 1.081 0.989 0.923 0.814 0.745 0.601 0.530 0.452 0.408 0.365 107


108 3.842 3.102 2.505 1.888 1.524 1.231 1.086 0.994 0.927 0.818 0.749 0.605 0.533 0.456 0.411 0.368 108


109 3.847 3.108 2.511 1.894 1.530 1.236 1.091 0.998 0.932 0.823 0.753 0.608 0.537 0.459 0.414 0.371 109


110 3.852 3.114 2.517 1.900 1.536 1.241 1.096 1.003 0.937 0.827 0.757 0.612 0.540 0.462 0.417 0.373 110


111 3.857 3.120 2.523 1.906 1.541 1.247 1.101 1.008 0.942 0.832 0.762 0.616 0.544 0.465 0.420 0.376 111


112 3.862 3.125 2.529 1.912 1.547 1.252 1.106 1.013 0.946 0.836 0.766 0.620 0.548 0.468 0.423 0.379 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR7, station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy downstream to Monument 

Creek at U.S. Air Force Academy wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 3.867 3.131 2.535 1.918 1.553 1.257 1.111 1.018 0.951 0.841 0.770 0.624 0.551 0.472 0.426 0.382 113


114 3.872 3.137 2.541 1.924 1.559 1.263 1.116 1.023 0.956 0.845 0.775 0.627 0.555 0.475 0.429 0.385 114


115 3.877 3.143 2.548 1.930 1.565 1.268 1.122 1.028 0.961 0.850 0.779 0.631 0.558 0.478 0.432 0.388 115


116 3.882 3.149 2.554 1.936 1.570 1.274 1.127 1.033 0.966 0.854 0.783 0.635 0.562 0.482 0.435 0.391 116


117 3.888 3.155 2.560 1.942 1.576 1.279 1.132 1.038 0.971 0.859 0.788 0.639 0.566 0.485 0.438 0.394 117


118 3.893 3.161 2.566 1.949 1.582 1.285 1.137 1.043 0.975 0.864 0.792 0.643 0.569 0.488 0.441 0.396 118


119 3.898 3.167 2.573 1.955 1.588 1.290 1.143 1.048 0.980 0.868 0.797 0.647 0.573 0.492 0.445 0.399 119


120 3.903 3.173 2.579 1.961 1.594 1.296 1.148 1.053 0.985 0.873 0.801 0.651 0.577 0.495 0.448 0.402 120


121 3.908 3.178 2.585 1.967 1.600 1.301 1.153 1.058 0.990 0.878 0.806 0.655 0.581 0.499 0.451 0.405 121


122 3.913 3.184 2.591 1.974 1.606 1.307 1.159 1.064 0.995 0.882 0.810 0.659 0.584 0.502 0.454 0.409 122


123 3.918 3.190 2.598 1.980 1.612 1.313 1.164 1.069 1.000 0.887 0.815 0.663 0.588 0.505 0.458 0.412 123


124 3.923 3.196 2.604 1.986 1.618 1.318 1.169 1.074 1.005 0.892 0.819 0.667 0.592 0.509 0.461 0.415 124


125 3.928 3.202 2.610 1.992 1.624 1.324 1.175 1.079 1.011 0.897 0.824 0.672 0.596 0.513 0.464 0.418 125


126 3.934 3.208 2.617 1.999 1.630 1.330 1.180 1.085 1.016 0.902 0.828 0.676 0.600 0.516 0.468 0.421 126


127 3.939 3.214 2.623 2.005 1.636 1.335 1.186 1.090 1.021 0.906 0.833 0.680 0.604 0.520 0.471 0.424 127


128 3.944 3.220 2.630 2.012 1.643 1.341 1.191 1.095 1.026 0.911 0.838 0.684 0.608 0.523 0.474 0.427 128


129 3.949 3.226 2.636 2.018 1.649 1.347 1.197 1.100 1.031 0.916 0.843 0.688 0.612 0.527 0.478 0.430 129


130 3.954 3.232 2.642 2.024 1.655 1.353 1.202 1.106 1.036 0.921 0.847 0.693 0.616 0.531 0.481 0.434 130


131 3.959 3.238 2.649 2.031 1.661 1.359 1.208 1.111 1.042 0.926 0.852 0.697 0.620 0.534 0.485 0.437 131


132 3.964 3.244 2.655 2.037 1.667 1.364 1.214 1.117 1.047 0.931 0.857 0.701 0.624 0.538 0.488 0.440 132


133 3.970 3.251 2.662 2.044 1.674 1.370 1.219 1.122 1.052 0.936 0.862 0.706 0.628 0.542 0.492 0.444 133


134 3.975 3.257 2.668 2.050 1.680 1.376 1.225 1.128 1.058 0.941 0.867 0.710 0.632 0.545 0.495 0.447 134


135 3.980 3.263 2.675 2.057 1.686 1.382 1.231 1.133 1.063 0.946 0.871 0.714 0.636 0.549 0.499 0.450 135


136 3.985 3.269 2.681 2.063 1.692 1.388 1.236 1.139 1.068 0.951 0.876 0.719 0.640 0.553 0.502 0.454 136


137 3.990 3.275 2.688 2.070 1.699 1.394 1.242 1.144 1.074 0.956 0.881 0.723 0.644 0.557 0.506 0.457 137


138 3.996 3.281 2.694 2.076 1.705 1.400 1.248 1.150 1.079 0.962 0.886 0.728 0.648 0.561 0.510 0.460 138


139 4.001 3.287 2.701 2.083 1.712 1.406 1.254 1.155 1.085 0.967 0.891 0.732 0.653 0.565 0.513 0.464 139


140 4.006 3.293 2.707 2.090 1.718 1.412 1.259 1.161 1.090 0.972 0.896 0.737 0.657 0.569 0.517 0.467 140


141 4.011 3.300 2.714 2.096 1.724 1.418 1.265 1.167 1.096 0.977 0.901 0.741 0.661 0.573 0.521 0.471 141


142 4.017 3.306 2.721 2.103 1.731 1.424 1.271 1.172 1.101 0.983 0.906 0.746 0.666 0.577 0.525 0.474 142


143 4.022 3.312 2.727 2.110 1.737 1.431 1.277 1.178 1.107 0.988 0.911 0.751 0.670 0.581 0.528 0.478 143


144 4.027 3.318 2.734 2.116 1.744 1.437 1.283 1.184 1.112 0.993 0.917 0.755 0.674 0.585 0.532 0.482 144


145 4.032 3.324 2.741 2.123 1.750 1.443 1.289 1.190 1.118 0.999 0.922 0.760 0.679 0.589 0.536 0.485 145


146 4.038 3.331 2.747 2.130 1.757 1.449 1.295 1.195 1.124 1.004 0.927 0.765 0.683 0.593 0.540 0.489 146


147 4.043 3.337 2.754 2.137 1.764 1.455 1.301 1.201 1.129 1.009 0.932 0.769 0.688 0.597 0.544 0.493 147


148 4.048 3.343 2.761 2.144 1.770 1.462 1.307 1.207 1.135 1.015 0.937 0.774 0.692 0.601 0.548 0.496 148


149 4.054 3.349 2.767 2.150 1.777 1.468 1.313 1.213 1.141 1.020 0.943 0.779 0.697 0.605 0.552 0.500 149


150 4.059 3.356 2.774 2.157 1.783 1.474 1.319 1.219 1.147 1.026 0.948 0.784 0.701 0.609 0.556 0.504 150


151 4.064 3.362 2.781 2.164 1.790 1.481 1.325 1.225 1.152 1.031 0.953 0.789 0.706 0.614 0.560 0.508 151


152 4.069 3.368 2.788 2.171 1.797 1.487 1.331 1.231 1.158 1.037 0.959 0.793 0.710 0.618 0.564 0.511 152


153 4.075 3.374 2.794 2.178 1.804 1.494 1.338 1.237 1.164 1.042 0.964 0.798 0.715 0.622 0.568 0.515 153


154 4.080 3.381 2.801 2.185 1.810 1.500 1.344 1.243 1.170 1.048 0.969 0.803 0.720 0.626 0.572 0.519 154


155 4.085 3.387 2.808 2.192 1.817 1.506 1.350 1.249 1.176 1.054 0.975 0.808 0.724 0.631 0.576 0.523 155


156 4.091 3.393 2.815 2.199 1.824 1.513 1.356 1.255 1.182 1.059 0.980 0.813 0.729 0.635 0.580 0.527 156


157 4.096 3.400 2.822 2.206 1.831 1.519 1.363 1.261 1.188 1.065 0.986 0.818 0.734 0.640 0.584 0.531 157


158 4.101 3.406 2.829 2.213 1.838 1.526 1.369 1.267 1.194 1.071 0.991 0.823 0.739 0.644 0.589 0.535 158


159 4.107 3.412 2.836 2.220 1.844 1.533 1.375 1.274 1.200 1.077 0.997 0.828 0.743 0.649 0.593 0.539 159


160 4.112 3.419 2.842 2.227 1.851 1.539 1.382 1.280 1.206 1.082 1.003 0.834 0.748 0.653 0.597 0.543 160


161 4.118 3.425 2.849 2.234 1.858 1.546 1.388 1.286 1.212 1.088 1.008 0.839 0.753 0.658 0.601 0.547 161


162 4.123 3.432 2.856 2.241 1.865 1.553 1.395 1.292 1.218 1.094 1.014 0.844 0.758 0.662 0.606 0.551 162


163 4.128 3.438 2.863 2.248 1.872 1.559 1.401 1.299 1.224 1.100 1.020 0.849 0.763 0.667 0.610 0.555 163


164 4.134 3.445 2.870 2.255 1.879 1.566 1.407 1.305 1.230 1.106 1.025 0.854 0.768 0.671 0.614 0.559 164


165 4.139 3.451 2.877 2.262 1.886 1.573 1.414 1.311 1.237 1.112 1.031 0.860 0.773 0.676 0.619 0.564 165


166 4.145 3.457 2.884 2.270 1.893 1.579 1.421 1.318 1.243 1.118 1.037 0.865 0.778 0.681 0.623 0.568 166


167 4.150 3.464 2.891 2.277 1.901 1.586 1.427 1.324 1.249 1.124 1.043 0.870 0.783 0.685 0.628 0.572 167


168 4.155 3.470 2.898 2.284 1.908 1.593 1.434 1.331 1.256 1.130 1.049 0.876 0.788 0.690 0.632 0.576 168

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR7, station 07103780 Monument Creek above Northgate Boulevard at U.S. Air Force Academy downstream to Monument 

Creek at U.S. Air Force Academy wastewater-treatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 4.161 3.477 2.905 2.291 1.915 1.600 1.440 1.337 1.262 1.136 1.055 0.881 0.793 0.695 0.637 0.581 169


170 4.166 3.483 2.912 2.299 1.922 1.607 1.447 1.344 1.268 1.142 1.060 0.887 0.799 0.700 0.642 0.585 170


171 4.172 3.490 2.919 2.306 1.929 1.614 1.454 1.350 1.275 1.148 1.066 0.892 0.804 0.705 0.646 0.590 171


172 4.177 3.496 2.927 2.313 1.936 1.621 1.461 1.357 1.281 1.155 1.072 0.898 0.809 0.710 0.651 0.594 172


173 4.183 3.503 2.934 2.321 1.944 1.628 1.467 1.363 1.288 1.161 1.078 0.903 0.814 0.714 0.656 0.598 173


174 4.188 3.510 2.941 2.328 1.951 1.635 1.474 1.370 1.294 1.167 1.085 0.909 0.820 0.719 0.660 0.603 174


175 4.194 3.516 2.948 2.336 1.958 1.642 1.481 1.377 1.301 1.173 1.091 0.914 0.825 0.724 0.665 0.607 175


176 4.199 3.523 2.955 2.343 1.966 1.649 1.488 1.383 1.307 1.180 1.097 0.920 0.830 0.729 0.670 0.612 176


177 4.204 3.529 2.962 2.350 1.973 1.656 1.495 1.390 1.314 1.186 1.103 0.926 0.836 0.735 0.675 0.617 177


178 4.210 3.536 2.970 2.358 1.980 1.663 1.502 1.397 1.321 1.192 1.109 0.932 0.841 0.740 0.680 0.621 178


179 4.215 3.542 2.977 2.365 1.988 1.670 1.509 1.404 1.327 1.199 1.115 0.937 0.847 0.745 0.684 0.626 179


180 4.221 3.549 2.984 2.373 1.995 1.678 1.516 1.411 1.334 1.205 1.122 0.943 0.852 0.750 0.689 0.631 180


181 4.227 3.556 2.991 2.380 2.003 1.685 1.523 1.417 1.341 1.212 1.128 0.949 0.858 0.755 0.694 0.635 181


182 4.232 3.562 2.999 2.388 2.010 1.692 1.530 1.424 1.348 1.218 1.134 0.955 0.863 0.760 0.699 0.640 182


183 4.238 3.569 3.006 2.396 2.018 1.699 1.537 1.431 1.354 1.225 1.141 0.961 0.869 0.766 0.704 0.645 183


184 4.243 3.576 3.013 2.403 2.025 1.707 1.544 1.438 1.361 1.232 1.147 0.967 0.875 0.771 0.710 0.650 184


185 4.249 3.582 3.021 2.411 2.033 1.714 1.551 1.445 1.368 1.238 1.154 0.973 0.880 0.776 0.715 0.655 185


186 4.254 3.589 3.028 2.419 2.040 1.721 1.559 1.452 1.375 1.245 1.160 0.979 0.886 0.782 0.720 0.660 186


187 4.260 3.596 3.035 2.426 2.048 1.729 1.566 1.459 1.382 1.252 1.167 0.985 0.892 0.787 0.725 0.664 187


188 4.265 3.603 3.043 2.434 2.056 1.736 1.573 1.467 1.389 1.258 1.173 0.991 0.898 0.793 0.730 0.669 188


189 4.271 3.609 3.050 2.442 2.064 1.744 1.580 1.474 1.396 1.265 1.180 0.997 0.904 0.798 0.736 0.675 189


190 4.276 3.616 3.058 2.450 2.071 1.751 1.588 1.481 1.403 1.272 1.186 1.003 0.909 0.804 0.741 0.680 190


191 4.282 3.623 3.065 2.457 2.079 1.759 1.595 1.488 1.410 1.279 1.193 1.009 0.915 0.809 0.746 0.685 191


192 4.288 3.630 3.073 2.465 2.087 1.767 1.602 1.495 1.417 1.286 1.200 1.016 0.921 0.815 0.752 0.690 192


193 4.293 3.636 3.080 2.473 2.095 1.774 1.610 1.503 1.425 1.293 1.207 1.022 0.927 0.821 0.757 0.695 193


194 4.299 3.643 3.087 2.481 2.102 1.782 1.617 1.510 1.432 1.300 1.213 1.028 0.933 0.826 0.762 0.700 194


195 4.305 3.650 3.095 2.489 2.110 1.789 1.625 1.517 1.439 1.307 1.220 1.035 0.940 0.832 0.768 0.705 195


196 4.310 3.657 3.103 2.497 2.118 1.797 1.632 1.525 1.446 1.314 1.227 1.041 0.946 0.838 0.774 0.711 196


197 4.316 3.664 3.110 2.505 2.126 1.805 1.640 1.532 1.454 1.321 1.234 1.048 0.952 0.844 0.779 0.716 197


198 4.321 3.671 3.118 2.513 2.134 1.813 1.648 1.540 1.461 1.328 1.241 1.054 0.958 0.849 0.785 0.722 198


199 4.327 3.677 3.125 2.521 2.142 1.821 1.655 1.547 1.468 1.335 1.248 1.061 0.964 0.855 0.790 0.727 199


200 4.333 3.684 3.133 2.529 2.150 1.828 1.663 1.555 1.476 1.342 1.255 1.067 0.971 0.861 0.796 0.732 200

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Monument Creek.—Continued 

0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment facility downstream to Monument Creek at West 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.116 0.086 0.063 0.042 0.031 0.023 0.019 0.017 0.015 0.013 0.011 0.008 0.007 0.006 0.005 0.004 1 

0.197 0.146 0.108 0.072 0.053 0.040 0.033 0.029 0.027 0.022 0.020 0.015 0.012 0.010 0.008 0.007 2 

0.336 0.249 0.184 0.124 0.092 0.068 0.057 0.051 0.046 0.038 0.034 0.025 0.021 0.017 0.015 0.013 3 

0.424 0.315 0.234 0.158 0.117 0.087 0.073 0.065 0.059 0.050 0.044 0.033 0.027 0.022 0.019 0.016 4 

0.535 0.398 0.297 0.201 0.150 0.112 0.094 0.083 0.076 0.064 0.056 0.042 0.035 0.029 0.025 0.021 5 

0.621 0.464 0.346 0.235 0.176 0.131 0.111 0.098 0.089 0.075 0.067 0.050 0.042 0.034 0.029 0.025 6 

0.722 0.540 0.404 0.275 0.206 0.154 0.130 0.115 0.105 0.089 0.079 0.059 0.050 0.040 0.035 0.030 7 

0.793 0.596 0.447 0.306 0.230 0.172 0.146 0.129 0.118 0.100 0.088 0.066 0.056 0.045 0.039 0.034 8 

0.872 0.657 0.494 0.340 0.256 0.192 0.163 0.145 0.132 0.112 0.099 0.075 0.063 0.051 0.045 0.039 9 

0.959 0.724 0.547 0.377 0.285 0.215 0.182 0.162 0.148 0.126 0.112 0.084 0.072 0.058 0.051 0.044 10 

1.016 0.769 0.583 0.403 0.305 0.231 0.196 0.175 0.160 0.136 0.121 0.092 0.078 0.063 0.055 0.048 11 

1.077 0.817 0.621 0.431 0.327 0.248 0.211 0.189 0.173 0.147 0.131 0.099 0.085 0.069 0.060 0.052 12 

1.141 0.868 0.661 0.461 0.351 0.267 0.228 0.203 0.186 0.159 0.142 0.108 0.092 0.075 0.066 0.057 13 

1.209 0.923 0.704 0.493 0.376 0.287 0.245 0.219 0.201 0.172 0.153 0.117 0.100 0.082 0.072 0.063 14 

1.281 0.980 0.750 0.527 0.403 0.309 0.264 0.236 0.217 0.185 0.166 0.127 0.109 0.089 0.078 0.068 15 

1.328 1.019 0.782 0.551 0.423 0.324 0.278 0.249 0.228 0.196 0.175 0.134 0.115 0.095 0.083 0.073 16 

1.378 1.059 0.815 0.576 0.443 0.340 0.292 0.262 0.241 0.206 0.185 0.142 0.122 0.101 0.089 0.077 17 

1.429 1.102 0.849 0.602 0.464 0.358 0.307 0.276 0.253 0.218 0.195 0.151 0.129 0.107 0.094 0.082 18 

1.482 1.145 0.885 0.629 0.486 0.375 0.323 0.290 0.267 0.230 0.206 0.159 0.137 0.113 0.100 0.088 19 

1.537 1.191 0.922 0.658 0.509 0.394 0.340 0.305 0.281 0.242 0.218 0.169 0.145 0.120 0.106 0.093 20 

1.572 1.220 0.946 0.677 0.525 0.408 0.351 0.316 0.291 0.251 0.226 0.175 0.151 0.126 0.111 0.097 21 

1.607 1.249 0.972 0.697 0.542 0.421 0.363 0.328 0.302 0.261 0.235 0.183 0.158 0.131 0.116 0.102 22 

1.643 1.280 0.997 0.717 0.559 0.435 0.376 0.339 0.313 0.270 0.244 0.190 0.164 0.137 0.121 0.106 23 

1.679 1.311 1.024 0.738 0.576 0.450 0.389 0.351 0.324 0.281 0.253 0.198 0.171 0.143 0.126 0.111 24 

1.717 1.343 1.051 0.760 0.594 0.465 0.403 0.364 0.336 0.291 0.263 0.206 0.178 0.149 0.132 0.116 25 

1.755 1.376 1.079 0.782 0.613 0.481 0.417 0.377 0.348 0.302 0.273 0.214 0.186 0.155 0.138 0.122 26 

1.794 1.410 1.107 0.805 0.632 0.497 0.431 0.390 0.361 0.313 0.284 0.223 0.193 0.162 0.144 0.127 27 

1.834 1.444 1.137 0.828 0.652 0.513 0.446 0.404 0.374 0.325 0.294 0.232 0.201 0.169 0.150 0.133 28 

1.875 1.479 1.167 0.853 0.672 0.530 0.462 0.418 0.388 0.337 0.306 0.241 0.210 0.176 0.157 0.139 29 

1.917 1.515 1.198 0.877 0.694 0.548 0.478 0.433 0.402 0.350 0.317 0.251 0.219 0.184 0.164 0.145 30 

1.946 1.540 1.219 0.895 0.709 0.561 0.489 0.444 0.412 0.359 0.326 0.258 0.225 0.189 0.169 0.150 31 

1.975 1.566 1.241 0.913 0.724 0.574 0.501 0.455 0.422 0.368 0.335 0.265 0.232 0.195 0.174 0.155 32 

2.005 1.592 1.263 0.931 0.739 0.587 0.513 0.466 0.433 0.378 0.343 0.273 0.238 0.201 0.180 0.159 33 

2.035 1.618 1.286 0.950 0.755 0.600 0.525 0.477 0.443 0.388 0.353 0.280 0.245 0.207 0.185 0.165 34 

2.065 1.645 1.309 0.969 0.771 0.614 0.538 0.489 0.454 0.398 0.362 0.288 0.252 0.213 0.191 0.170 35 

2.096 1.672 1.333 0.988 0.788 0.628 0.550 0.501 0.466 0.408 0.371 0.296 0.259 0.220 0.197 0.175 36 

2.128 1.699 1.357 1.008 0.805 0.643 0.563 0.513 0.477 0.419 0.381 0.304 0.267 0.226 0.203 0.181 37 

2.160 1.727 1.381 1.028 0.822 0.658 0.577 0.526 0.489 0.429 0.391 0.313 0.275 0.233 0.209 0.186 38 

2.192 1.756 1.406 1.049 0.840 0.673 0.591 0.539 0.502 0.440 0.402 0.322 0.283 0.240 0.215 0.192 39 

2.225 1.785 1.432 1.070 0.858 0.688 0.605 0.552 0.514 0.452 0.412 0.331 0.291 0.247 0.222 0.198 40 

2.244 1.802 1.448 1.084 0.871 0.699 0.615 0.562 0.524 0.461 0.421 0.338 0.297 0.253 0.227 0.203 41 

2.262 1.820 1.464 1.098 0.884 0.711 0.626 0.572 0.533 0.470 0.429 0.345 0.304 0.259 0.233 0.208 42 

2.281 1.838 1.481 1.113 0.897 0.723 0.637 0.582 0.543 0.479 0.438 0.353 0.311 0.265 0.239 0.214 43 

2.299 1.856 1.497 1.128 0.910 0.734 0.648 0.593 0.553 0.488 0.446 0.360 0.318 0.271 0.245 0.219 44 

2.318 1.874 1.514 1.143 0.924 0.747 0.659 0.603 0.563 0.497 0.455 0.368 0.325 0.278 0.250 0.225 45 

2.337 1.892 1.532 1.158 0.937 0.759 0.671 0.614 0.574 0.507 0.465 0.376 0.332 0.284 0.257 0.230 46 

2.357 1.911 1.549 1.174 0.951 0.771 0.682 0.625 0.584 0.517 0.474 0.384 0.340 0.291 0.263 0.236 47 

2.376 1.929 1.566 1.189 0.966 0.784 0.694 0.637 0.595 0.527 0.483 0.392 0.347 0.298 0.269 0.242 48 

2.396 1.948 1.584 1.205 0.980 0.797 0.706 0.648 0.606 0.537 0.493 0.401 0.355 0.305 0.276 0.248 49 

2.415 1.967 1.602 1.221 0.995 0.810 0.718 0.660 0.618 0.548 0.503 0.410 0.363 0.312 0.283 0.254 50 

2.428 1.979 1.613 1.231 1.004 0.818 0.726 0.667 0.624 0.554 0.509 0.415 0.368 0.317 0.287 0.258 51 

2.440 1.991 1.624 1.241 1.013 0.826 0.734 0.674 0.631 0.561 0.515 0.420 0.373 0.321 0.291 0.262 52 

2.453 2.003 1.636 1.251 1.022 0.835 0.741 0.682 0.638 0.567 0.521 0.426 0.378 0.326 0.295 0.266 53 

2.465 2.015 1.647 1.262 1.031 0.843 0.749 0.689 0.646 0.574 0.528 0.431 0.383 0.330 0.300 0.270 54 

2.478 2.027 1.658 1.272 1.041 0.851 0.757 0.696 0.653 0.580 0.534 0.437 0.389 0.335 0.304 0.274 55 

2.491 2.039 1.670 1.282 1.050 0.860 0.765 0.704 0.660 0.587 0.541 0.443 0.394 0.340 0.308 0.278 56 
Supplemental Information 1 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment facility downstream to Monument Creek at West 

Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 2.503 2.052 1.682 1.293 1.060 0.868 0.773 0.712 0.668 0.594 0.547 0.448 0.399 0.345 0.313 0.283 57


58 2.516 2.064 1.693 1.303 1.069 0.877 0.781 0.719 0.675 0.601 0.554 0.454 0.405 0.350 0.318 0.287 58


59 2.529 2.077 1.705 1.314 1.079 0.886 0.789 0.727 0.683 0.608 0.560 0.460 0.410 0.355 0.322 0.291 59


60 2.542 2.089 1.717 1.325 1.089 0.895 0.798 0.735 0.690 0.615 0.567 0.466 0.416 0.360 0.327 0.296 60


61 2.555 2.102 1.729 1.335 1.099 0.904 0.806 0.743 0.698 0.623 0.574 0.472 0.421 0.365 0.332 0.300 61


62 2.568 2.114 1.741 1.346 1.108 0.913 0.815 0.751 0.706 0.630 0.581 0.478 0.427 0.370 0.337 0.305 62


63 2.581 2.127 1.753 1.357 1.119 0.922 0.823 0.760 0.714 0.637 0.588 0.485 0.433 0.375 0.342 0.309 63


64 2.595 2.140 1.765 1.368 1.129 0.931 0.832 0.768 0.722 0.645 0.595 0.491 0.439 0.381 0.347 0.314 64


65 2.608 2.153 1.777 1.380 1.139 0.940 0.841 0.776 0.730 0.652 0.602 0.497 0.445 0.386 0.352 0.319 65


66 2.621 2.166 1.790 1.391 1.149 0.950 0.849 0.785 0.738 0.660 0.610 0.504 0.451 0.392 0.357 0.324 66


67 2.635 2.179 1.802 1.402 1.160 0.959 0.858 0.793 0.746 0.668 0.617 0.510 0.457 0.397 0.362 0.328 67


68 2.648 2.192 1.815 1.414 1.170 0.969 0.867 0.802 0.755 0.676 0.625 0.517 0.463 0.403 0.367 0.333 68


69 2.662 2.205 1.827 1.425 1.181 0.978 0.876 0.811 0.763 0.684 0.632 0.524 0.469 0.408 0.373 0.339 69


70 2.675 2.219 1.840 1.437 1.192 0.988 0.886 0.819 0.772 0.692 0.640 0.531 0.476 0.414 0.378 0.344 70


71 2.689 2.232 1.853 1.449 1.202 0.998 0.895 0.828 0.780 0.700 0.648 0.538 0.482 0.420 0.384 0.349 71


72 2.703 2.246 1.866 1.460 1.213 1.008 0.904 0.837 0.789 0.708 0.655 0.545 0.489 0.426 0.390 0.354 72


73 2.717 2.259 1.879 1.472 1.224 1.018 0.914 0.847 0.798 0.716 0.663 0.552 0.495 0.432 0.395 0.360 73


74 2.731 2.273 1.892 1.484 1.235 1.028 0.924 0.856 0.807 0.725 0.671 0.559 0.502 0.438 0.401 0.365 74


75 2.745 2.287 1.905 1.496 1.247 1.038 0.933 0.865 0.816 0.733 0.680 0.566 0.509 0.445 0.407 0.371 75


76 2.759 2.300 1.918 1.509 1.258 1.049 0.943 0.875 0.825 0.742 0.688 0.574 0.516 0.451 0.413 0.376 76


77 2.773 2.314 1.931 1.521 1.269 1.059 0.953 0.884 0.834 0.750 0.696 0.581 0.523 0.457 0.419 0.382 77


78 2.787 2.328 1.945 1.533 1.281 1.070 0.963 0.894 0.843 0.759 0.705 0.589 0.530 0.464 0.425 0.388 78


79 2.801 2.342 1.958 1.546 1.292 1.081 0.973 0.904 0.853 0.768 0.713 0.596 0.537 0.471 0.431 0.393 79


80 2.816 2.356 1.972 1.558 1.304 1.091 0.983 0.913 0.862 0.777 0.722 0.604 0.544 0.477 0.438 0.399 80


81 2.830 2.371 1.986 1.571 1.316 1.102 0.994 0.923 0.872 0.786 0.730 0.612 0.552 0.484 0.444 0.406 81


82 2.845 2.385 2.000 1.584 1.328 1.113 1.004 0.933 0.882 0.795 0.739 0.620 0.559 0.491 0.451 0.412 82


83 2.859 2.399 2.013 1.597 1.340 1.124 1.015 0.944 0.892 0.805 0.748 0.628 0.567 0.498 0.457 0.418 83


84 2.874 2.414 2.027 1.610 1.352 1.136 1.026 0.954 0.902 0.814 0.757 0.636 0.574 0.505 0.464 0.424 84


85 2.889 2.428 2.042 1.623 1.364 1.147 1.036 0.964 0.912 0.824 0.767 0.644 0.582 0.512 0.471 0.431 85


86 2.904 2.443 2.056 1.636 1.377 1.158 1.047 0.975 0.922 0.833 0.776 0.653 0.590 0.520 0.478 0.437 86


87 2.918 2.458 2.070 1.650 1.389 1.170 1.058 0.985 0.932 0.843 0.785 0.661 0.598 0.527 0.485 0.444 87


88 2.933 2.473 2.084 1.663 1.402 1.182 1.069 0.996 0.943 0.853 0.795 0.670 0.606 0.534 0.492 0.451 88


89 2.948 2.488 2.099 1.677 1.415 1.194 1.081 1.007 0.953 0.863 0.804 0.679 0.614 0.542 0.499 0.457 89


90 2.964 2.503 2.113 1.690 1.427 1.205 1.092 1.018 0.964 0.873 0.814 0.688 0.623 0.550 0.507 0.464 90


91 2.979 2.518 2.128 1.704 1.440 1.217 1.103 1.029 0.975 0.884 0.824 0.697 0.631 0.558 0.514 0.471 91


92 2.994 2.533 2.143 1.718 1.453 1.230 1.115 1.040 0.986 0.894 0.834 0.706 0.640 0.566 0.522 0.479 92


93 3.009 2.548 2.158 1.732 1.467 1.242 1.127 1.052 0.997 0.904 0.844 0.715 0.649 0.574 0.529 0.486 93


94 3.025 2.564 2.173 1.746 1.480 1.254 1.139 1.063 1.008 0.915 0.854 0.724 0.657 0.582 0.537 0.493 94


95 3.040 2.579 2.188 1.760 1.493 1.267 1.151 1.075 1.019 0.926 0.865 0.734 0.666 0.590 0.545 0.501 95


96 3.056 2.595 2.203 1.775 1.507 1.280 1.163 1.086 1.031 0.937 0.875 0.743 0.675 0.599 0.553 0.508 96


97 3.072 2.610 2.219 1.789 1.521 1.292 1.175 1.098 1.042 0.948 0.886 0.753 0.684 0.607 0.561 0.516 97


98 3.087 2.626 2.234 1.804 1.534 1.305 1.187 1.110 1.054 0.959 0.896 0.763 0.694 0.616 0.569 0.524 98


99 3.103 2.642 2.249 1.819 1.548 1.318 1.200 1.122 1.066 0.970 0.907 0.773 0.703 0.625 0.578 0.532 99


100 3.119 2.658 2.265 1.833 1.562 1.331 1.212 1.135 1.078 0.981 0.918 0.783 0.713 0.633 0.586 0.540 100


101 3.126 2.665 2.272 1.840 1.569 1.338 1.219 1.141 1.083 0.987 0.924 0.787 0.717 0.638 0.590 0.544 101


102 3.134 2.673 2.280 1.848 1.576 1.344 1.225 1.146 1.089 0.992 0.929 0.792 0.722 0.642 0.594 0.548 102


103 3.141 2.681 2.287 1.855 1.583 1.351 1.231 1.152 1.095 0.998 0.934 0.797 0.727 0.647 0.599 0.552 103


104 3.149 2.688 2.295 1.862 1.590 1.357 1.237 1.158 1.101 1.004 0.940 0.802 0.731 0.651 0.603 0.556 104


105 3.156 2.696 2.302 1.869 1.596 1.363 1.243 1.164 1.107 1.009 0.945 0.807 0.736 0.655 0.607 0.560 105


106 3.164 2.703 2.310 1.876 1.603 1.370 1.250 1.171 1.113 1.015 0.951 0.812 0.741 0.660 0.611 0.564 106


107 3.171 2.711 2.317 1.884 1.610 1.376 1.256 1.177 1.119 1.021 0.956 0.818 0.746 0.664 0.616 0.568 107


108 3.179 2.718 2.325 1.891 1.617 1.383 1.262 1.183 1.125 1.026 0.962 0.823 0.751 0.669 0.620 0.572 108


109 3.186 2.726 2.333 1.898 1.624 1.390 1.268 1.189 1.131 1.032 0.967 0.828 0.756 0.674 0.624 0.576 109


110 3.194 2.734 2.340 1.905 1.631 1.396 1.275 1.195 1.137 1.038 0.973 0.833 0.761 0.678 0.629 0.581 110


111 3.201 2.742 2.348 1.913 1.638 1.403 1.281 1.201 1.143 1.044 0.979 0.838 0.766 0.683 0.633 0.585 111


112 3.209 2.749 2.355 1.920 1.645 1.410 1.288 1.208 1.149 1.050 0.984 0.843 0.771 0.688 0.638 0.589 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment facility downstream to Monument Creek at West 

Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 3.216 2.757 2.363 1.928 1.652 1.416 1.294 1.214 1.155 1.056 0.990 0.849 0.776 0.692 0.642 0.593 113


114 3.224 2.765 2.371 1.935 1.659 1.423 1.301 1.220 1.161 1.062 0.996 0.854 0.781 0.697 0.647 0.598 114


115 3.232 2.773 2.379 1.942 1.667 1.430 1.307 1.227 1.168 1.067 1.002 0.859 0.786 0.702 0.651 0.602 115


116 3.239 2.780 2.386 1.950 1.674 1.437 1.314 1.233 1.174 1.073 1.007 0.865 0.791 0.707 0.656 0.607 116


117 3.247 2.788 2.394 1.958 1.681 1.443 1.320 1.239 1.180 1.080 1.013 0.870 0.796 0.711 0.661 0.611 117


118 3.255 2.796 2.402 1.965 1.688 1.450 1.327 1.246 1.186 1.086 1.019 0.876 0.801 0.716 0.665 0.615 118


119 3.262 2.804 2.410 1.973 1.695 1.457 1.334 1.252 1.193 1.092 1.025 0.881 0.806 0.721 0.670 0.620 119


120 3.270 2.812 2.418 1.980 1.703 1.464 1.340 1.259 1.199 1.098 1.031 0.887 0.812 0.726 0.675 0.624 120


121 3.278 2.820 2.426 1.988 1.710 1.471 1.347 1.265 1.206 1.104 1.037 0.892 0.817 0.731 0.680 0.629 121


122 3.286 2.828 2.434 1.996 1.717 1.478 1.354 1.272 1.212 1.110 1.043 0.898 0.822 0.736 0.684 0.634 122


123 3.293 2.836 2.441 2.003 1.725 1.485 1.361 1.279 1.219 1.116 1.049 0.903 0.828 0.741 0.689 0.638 123


124 3.301 2.844 2.449 2.011 1.732 1.492 1.368 1.285 1.225 1.123 1.055 0.909 0.833 0.746 0.694 0.643 124


125 3.309 2.852 2.457 2.019 1.740 1.499 1.374 1.292 1.232 1.129 1.061 0.915 0.838 0.751 0.699 0.648 125


126 3.317 2.860 2.465 2.027 1.747 1.506 1.381 1.299 1.238 1.135 1.068 0.920 0.844 0.757 0.704 0.652 126


127 3.325 2.868 2.474 2.034 1.755 1.514 1.388 1.306 1.245 1.142 1.074 0.926 0.849 0.762 0.709 0.657 127


128 3.333 2.876 2.482 2.042 1.762 1.521 1.395 1.312 1.252 1.148 1.080 0.932 0.855 0.767 0.714 0.662 128


129 3.340 2.884 2.490 2.050 1.770 1.528 1.402 1.319 1.258 1.155 1.086 0.938 0.861 0.772 0.719 0.667 129


130 3.348 2.892 2.498 2.058 1.778 1.535 1.409 1.326 1.265 1.161 1.093 0.944 0.866 0.778 0.724 0.672 130


131 3.356 2.900 2.506 2.066 1.785 1.543 1.416 1.333 1.272 1.168 1.099 0.950 0.872 0.783 0.729 0.677 131


132 3.364 2.908 2.514 2.074 1.793 1.550 1.423 1.340 1.279 1.174 1.105 0.956 0.878 0.788 0.734 0.681 132


133 3.372 2.916 2.522 2.082 1.801 1.557 1.431 1.347 1.285 1.181 1.112 0.962 0.883 0.794 0.740 0.686 133


134 3.380 2.925 2.531 2.090 1.808 1.565 1.438 1.354 1.292 1.187 1.118 0.968 0.889 0.799 0.745 0.691 134


135 3.388 2.933 2.539 2.098 1.816 1.572 1.445 1.361 1.299 1.194 1.125 0.974 0.895 0.805 0.750 0.696 135


136 3.396 2.941 2.547 2.106 1.824 1.580 1.452 1.368 1.306 1.201 1.131 0.980 0.901 0.810 0.755 0.702 136


137 3.404 2.949 2.556 2.114 1.832 1.587 1.460 1.375 1.313 1.208 1.138 0.986 0.907 0.816 0.761 0.707 137


138 3.412 2.958 2.564 2.123 1.840 1.595 1.467 1.382 1.320 1.214 1.144 0.992 0.912 0.821 0.766 0.712 138


139 3.420 2.966 2.572 2.131 1.848 1.602 1.474 1.390 1.327 1.221 1.151 0.998 0.918 0.827 0.772 0.717 139


140 3.428 2.974 2.581 2.139 1.856 1.610 1.482 1.397 1.334 1.228 1.158 1.004 0.924 0.833 0.777 0.722 140


141 3.437 2.983 2.589 2.147 1.864 1.618 1.489 1.404 1.342 1.235 1.164 1.011 0.930 0.838 0.783 0.728 141


142 3.445 2.991 2.598 2.155 1.872 1.625 1.497 1.411 1.349 1.242 1.171 1.017 0.937 0.844 0.788 0.733 142


143 3.453 3.000 2.606 2.164 1.880 1.633 1.504 1.419 1.356 1.249 1.178 1.023 0.943 0.850 0.794 0.738 143


144 3.461 3.008 2.615 2.172 1.888 1.641 1.512 1.426 1.363 1.256 1.185 1.030 0.949 0.856 0.799 0.744 144


145 3.469 3.017 2.623 2.181 1.896 1.649 1.519 1.434 1.371 1.263 1.192 1.036 0.955 0.861 0.805 0.749 145


146 3.477 3.025 2.632 2.189 1.904 1.657 1.527 1.441 1.378 1.270 1.199 1.043 0.961 0.867 0.811 0.755 146


147 3.486 3.034 2.640 2.197 1.912 1.664 1.535 1.449 1.385 1.277 1.206 1.049 0.967 0.873 0.816 0.760 147


148 3.494 3.042 2.649 2.206 1.921 1.672 1.542 1.456 1.393 1.284 1.213 1.056 0.974 0.879 0.822 0.766 148


149 3.502 3.051 2.658 2.214 1.929 1.680 1.550 1.464 1.400 1.292 1.220 1.062 0.980 0.885 0.828 0.771 149


150 3.510 3.059 2.666 2.223 1.937 1.688 1.558 1.471 1.408 1.299 1.227 1.069 0.987 0.891 0.834 0.777 150


151 3.519 3.068 2.675 2.232 1.946 1.696 1.566 1.479 1.415 1.306 1.234 1.076 0.993 0.898 0.840 0.783 151


152 3.527 3.077 2.684 2.240 1.954 1.704 1.574 1.487 1.423 1.313 1.241 1.083 0.999 0.904 0.846 0.788 152


153 3.535 3.085 2.692 2.249 1.962 1.713 1.581 1.495 1.430 1.321 1.248 1.089 1.006 0.910 0.852 0.794 153


154 3.544 3.094 2.701 2.257 1.971 1.721 1.589 1.502 1.438 1.328 1.256 1.096 1.012 0.916 0.858 0.800 154


155 3.552 3.103 2.710 2.266 1.979 1.729 1.597 1.510 1.446 1.336 1.263 1.103 1.019 0.922 0.864 0.806 155


156 3.561 3.111 2.719 2.275 1.988 1.737 1.605 1.518 1.454 1.343 1.270 1.110 1.026 0.929 0.870 0.812 156


157 3.569 3.120 2.728 2.284 1.997 1.745 1.613 1.526 1.461 1.351 1.278 1.117 1.032 0.935 0.876 0.818 157


158 3.577 3.129 2.737 2.293 2.005 1.754 1.622 1.534 1.469 1.358 1.285 1.124 1.039 0.941 0.882 0.823 158


159 3.586 3.138 2.746 2.301 2.014 1.762 1.630 1.542 1.477 1.366 1.292 1.131 1.046 0.948 0.888 0.830 159


160 3.594 3.147 2.755 2.310 2.022 1.770 1.638 1.550 1.485 1.374 1.300 1.138 1.053 0.954 0.895 0.836 160


161 3.603 3.155 2.764 2.319 2.031 1.779 1.646 1.558 1.493 1.381 1.307 1.145 1.060 0.961 0.901 0.842 161


162 3.611 3.164 2.773 2.328 2.040 1.787 1.654 1.566 1.501 1.389 1.315 1.152 1.067 0.968 0.907 0.848 162


163 3.620 3.173 2.782 2.337 2.049 1.796 1.663 1.574 1.509 1.397 1.323 1.159 1.074 0.974 0.914 0.854 163


164 3.629 3.182 2.791 2.346 2.058 1.804 1.671 1.582 1.517 1.405 1.330 1.167 1.081 0.981 0.920 0.860 164


165 3.637 3.191 2.800 2.355 2.066 1.813 1.680 1.591 1.525 1.413 1.338 1.174 1.088 0.988 0.927 0.867 165


166 3.646 3.200 2.809 2.364 2.075 1.822 1.688 1.599 1.533 1.421 1.346 1.181 1.095 0.994 0.933 0.873 166


167 3.654 3.209 2.818 2.373 2.084 1.830 1.696 1.607 1.542 1.429 1.354 1.189 1.102 1.001 0.940 0.879 167


168 3.663 3.218 2.827 2.383 2.093 1.839 1.705 1.616 1.550 1.437 1.362 1.196 1.109 1.008 0.947 0.886 168

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR8, Monument Creek at U.S. Air Force Academy wastewater-treatment facility downstream to Monument Creek at West 

Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 3.672 3.227 2.837 2.392 2.102 1.848 1.714 1.624 1.558 1.445 1.369 1.204 1.116 1.015 0.953 0.892 169


170 3.680 3.236 2.846 2.401 2.111 1.857 1.722 1.633 1.566 1.453 1.377 1.211 1.124 1.022 0.960 0.899 170


171 3.689 3.245 2.855 2.410 2.120 1.865 1.731 1.641 1.575 1.461 1.385 1.219 1.131 1.029 0.967 0.905 171


172 3.698 3.255 2.864 2.420 2.130 1.874 1.739 1.650 1.583 1.469 1.393 1.226 1.138 1.036 0.974 0.912 172


173 3.707 3.264 2.874 2.429 2.139 1.883 1.748 1.658 1.592 1.478 1.402 1.234 1.146 1.043 0.981 0.919 173


174 3.715 3.273 2.883 2.438 2.148 1.892 1.757 1.667 1.600 1.486 1.410 1.242 1.153 1.050 0.988 0.925 174


175 3.724 3.282 2.893 2.448 2.157 1.901 1.766 1.676 1.609 1.494 1.418 1.250 1.161 1.057 0.995 0.932 175


176 3.733 3.291 2.902 2.457 2.167 1.910 1.775 1.684 1.617 1.503 1.426 1.257 1.168 1.065 1.002 0.939 176


177 3.742 3.301 2.912 2.467 2.176 1.919 1.784 1.693 1.626 1.511 1.434 1.265 1.176 1.072 1.009 0.946 177


178 3.751 3.310 2.921 2.476 2.185 1.929 1.793 1.702 1.635 1.520 1.443 1.273 1.183 1.079 1.016 0.953 178


179 3.759 3.319 2.931 2.486 2.195 1.938 1.802 1.711 1.644 1.528 1.451 1.281 1.191 1.087 1.023 0.960 179


180 3.768 3.329 2.940 2.495 2.204 1.947 1.811 1.720 1.652 1.537 1.460 1.289 1.199 1.094 1.030 0.967 180


181 3.777 3.338 2.950 2.505 2.214 1.956 1.820 1.729 1.661 1.545 1.468 1.297 1.207 1.102 1.038 0.974 181


182 3.786 3.347 2.959 2.515 2.223 1.966 1.829 1.738 1.670 1.554 1.477 1.305 1.215 1.109 1.045 0.981 182


183 3.795 3.357 2.969 2.524 2.233 1.975 1.838 1.747 1.679 1.563 1.485 1.314 1.223 1.117 1.052 0.988 183


184 3.804 3.366 2.979 2.534 2.242 1.984 1.847 1.756 1.688 1.572 1.494 1.322 1.231 1.125 1.060 0.995 184


185 3.813 3.376 2.988 2.544 2.252 1.994 1.857 1.765 1.697 1.580 1.502 1.330 1.239 1.132 1.067 1.002 185


186 3.822 3.385 2.998 2.554 2.262 2.003 1.866 1.774 1.706 1.589 1.511 1.338 1.247 1.140 1.075 1.010 186


187 3.831 3.395 3.008 2.564 2.272 2.013 1.875 1.783 1.715 1.598 1.520 1.347 1.255 1.148 1.082 1.017 187


188 3.840 3.404 3.018 2.573 2.281 2.022 1.885 1.793 1.725 1.607 1.529 1.355 1.263 1.156 1.090 1.025 188


189 3.849 3.414 3.028 2.583 2.291 2.032 1.894 1.802 1.734 1.616 1.538 1.364 1.271 1.164 1.098 1.032 189


190 3.859 3.424 3.038 2.593 2.301 2.042 1.904 1.812 1.743 1.625 1.547 1.372 1.280 1.172 1.106 1.040 190


191 3.868 3.433 3.048 2.603 2.311 2.051 1.913 1.821 1.752 1.634 1.556 1.381 1.288 1.180 1.113 1.047 191


192 3.877 3.443 3.057 2.613 2.321 2.061 1.923 1.830 1.762 1.644 1.565 1.389 1.296 1.188 1.121 1.055 192


193 3.886 3.453 3.067 2.624 2.331 2.071 1.933 1.840 1.771 1.653 1.574 1.398 1.305 1.196 1.129 1.063 193


194 3.895 3.462 3.077 2.634 2.341 2.081 1.942 1.850 1.781 1.662 1.583 1.407 1.313 1.204 1.137 1.070 194


195 3.904 3.472 3.088 2.644 2.351 2.091 1.952 1.859 1.790 1.671 1.592 1.416 1.322 1.212 1.145 1.078 195


196 3.914 3.482 3.098 2.654 2.361 2.101 1.962 1.869 1.800 1.681 1.601 1.425 1.330 1.221 1.153 1.086 196


197 3.923 3.492 3.108 2.664 2.371 2.111 1.972 1.879 1.810 1.690 1.611 1.434 1.339 1.229 1.161 1.094 197


198 3.932 3.501 3.118 2.675 2.382 2.121 1.982 1.888 1.819 1.700 1.620 1.442 1.348 1.237 1.170 1.102 198


199 3.941 3.511 3.128 2.685 2.392 2.131 1.992 1.898 1.829 1.709 1.629 1.452 1.357 1.246 1.178 1.110 199


200 3.951 3.521 3.138 2.695 2.402 2.141 2.002 1.908 1.839 1.719 1.639 1.461 1.365 1.255 1.186 1.118 200

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 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR9, Monument Creek at West Monument Creek downstream to Monument Creek at Cottonwood Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.095 0.073 0.056 0.040 0.031 0.023 0.020 0.018 0.017 0.014 0.013 0.010 0.009 0.007 0.006 0.005 1 

0.167 0.128 0.098 0.069 0.053 0.041 0.035 0.031 0.029 0.025 0.022 0.017 0.015 0.012 0.011 0.009 2 

0.294 0.225 0.172 0.121 0.093 0.071 0.061 0.055 0.050 0.043 0.038 0.030 0.025 0.021 0.018 0.016 3 

0.369 0.284 0.218 0.154 0.119 0.091 0.078 0.070 0.064 0.055 0.049 0.038 0.033 0.027 0.024 0.021 4 

0.465 0.358 0.276 0.196 0.151 0.116 0.100 0.090 0.083 0.071 0.064 0.049 0.042 0.035 0.031 0.027 5 

0.540 0.417 0.322 0.229 0.177 0.137 0.118 0.106 0.097 0.084 0.075 0.058 0.050 0.041 0.036 0.032 6 

0.628 0.486 0.377 0.269 0.208 0.161 0.139 0.125 0.115 0.099 0.089 0.069 0.059 0.049 0.043 0.038 7 

0.694 0.539 0.418 0.299 0.232 0.180 0.155 0.140 0.129 0.111 0.100 0.078 0.067 0.055 0.049 0.043 8 

0.767 0.597 0.464 0.333 0.259 0.201 0.174 0.157 0.144 0.125 0.112 0.087 0.075 0.063 0.055 0.049 9 

0.848 0.661 0.515 0.371 0.289 0.225 0.195 0.176 0.162 0.140 0.126 0.098 0.085 0.071 0.063 0.055 10 

0.903 0.705 0.551 0.397 0.310 0.242 0.210 0.189 0.175 0.151 0.137 0.107 0.092 0.077 0.068 0.060 11 

0.961 0.752 0.589 0.426 0.333 0.261 0.226 0.204 0.189 0.164 0.148 0.116 0.100 0.084 0.074 0.065 12 

1.023 0.802 0.629 0.456 0.358 0.281 0.244 0.220 0.204 0.177 0.160 0.125 0.109 0.091 0.081 0.071 13 

1.089 0.856 0.673 0.489 0.384 0.302 0.262 0.238 0.220 0.191 0.173 0.136 0.118 0.099 0.088 0.078 14 

1.159 0.913 0.719 0.524 0.413 0.325 0.283 0.256 0.237 0.206 0.187 0.147 0.128 0.107 0.096 0.084 15 

1.209 0.954 0.752 0.550 0.434 0.342 0.298 0.270 0.250 0.218 0.197 0.156 0.136 0.114 0.101 0.090 16 

1.262 0.997 0.788 0.577 0.456 0.360 0.314 0.285 0.264 0.230 0.208 0.165 0.144 0.121 0.108 0.095 17 

1.316 1.042 0.824 0.605 0.479 0.379 0.331 0.300 0.278 0.243 0.220 0.174 0.152 0.128 0.114 0.101 18 

1.373 1.089 0.863 0.635 0.503 0.399 0.348 0.316 0.293 0.256 0.233 0.184 0.161 0.136 0.121 0.108 19 

1.433 1.138 0.903 0.666 0.529 0.420 0.367 0.333 0.310 0.270 0.246 0.195 0.170 0.144 0.129 0.114 20 

1.467 1.167 0.928 0.686 0.546 0.434 0.380 0.345 0.321 0.281 0.255 0.203 0.178 0.150 0.134 0.119 21 

1.503 1.198 0.954 0.707 0.563 0.449 0.393 0.358 0.332 0.291 0.265 0.211 0.185 0.156 0.140 0.125 22 

1.539 1.229 0.981 0.728 0.581 0.464 0.407 0.370 0.345 0.302 0.275 0.220 0.192 0.163 0.146 0.130 23 

1.576 1.261 1.008 0.750 0.600 0.480 0.421 0.384 0.357 0.313 0.286 0.228 0.200 0.170 0.152 0.136 24 

1.614 1.293 1.036 0.773 0.619 0.496 0.436 0.397 0.370 0.325 0.296 0.238 0.209 0.177 0.159 0.142 25 

1.653 1.327 1.065 0.796 0.639 0.513 0.451 0.412 0.384 0.337 0.308 0.247 0.217 0.185 0.166 0.148 26 

1.693 1.361 1.095 0.820 0.660 0.530 0.467 0.426 0.398 0.350 0.320 0.257 0.226 0.193 0.173 0.155 27 

1.734 1.397 1.125 0.845 0.681 0.548 0.483 0.442 0.412 0.363 0.332 0.267 0.236 0.201 0.181 0.162 28 

1.776 1.433 1.156 0.871 0.703 0.567 0.500 0.458 0.427 0.377 0.345 0.278 0.245 0.209 0.189 0.169 29 

1.819 1.470 1.188 0.897 0.725 0.586 0.518 0.474 0.443 0.391 0.358 0.289 0.255 0.218 0.197 0.176 30 

1.846 1.495 1.210 0.915 0.741 0.600 0.530 0.486 0.454 0.401 0.367 0.297 0.263 0.225 0.203 0.182 31 

1.874 1.519 1.232 0.934 0.757 0.614 0.543 0.498 0.465 0.411 0.377 0.306 0.270 0.232 0.209 0.188 32 

1.902 1.545 1.254 0.952 0.773 0.628 0.556 0.510 0.477 0.422 0.387 0.314 0.278 0.239 0.216 0.194 33 

1.931 1.570 1.277 0.972 0.790 0.642 0.569 0.522 0.489 0.433 0.397 0.323 0.286 0.246 0.222 0.200 34 

1.961 1.597 1.300 0.991 0.807 0.657 0.583 0.535 0.501 0.444 0.408 0.332 0.295 0.253 0.229 0.206 35 

1.990 1.623 1.324 1.011 0.825 0.673 0.597 0.548 0.514 0.456 0.419 0.342 0.303 0.261 0.236 0.213 36 

2.020 1.650 1.348 1.031 0.842 0.688 0.611 0.562 0.527 0.468 0.430 0.351 0.312 0.269 0.244 0.220 37 

2.051 1.678 1.372 1.052 0.861 0.704 0.626 0.576 0.540 0.480 0.442 0.361 0.321 0.277 0.251 0.227 38 

2.082 1.706 1.397 1.073 0.879 0.720 0.641 0.590 0.553 0.492 0.453 0.371 0.330 0.285 0.259 0.234 39 

2.114 1.734 1.423 1.095 0.898 0.737 0.656 0.605 0.567 0.505 0.465 0.382 0.340 0.294 0.267 0.241 40 

2.137 1.755 1.442 1.112 0.913 0.750 0.668 0.616 0.578 0.515 0.475 0.390 0.348 0.301 0.273 0.247 41 

2.161 1.777 1.461 1.128 0.928 0.763 0.681 0.628 0.589 0.526 0.485 0.399 0.356 0.308 0.280 0.253 42 

2.184 1.799 1.481 1.146 0.943 0.777 0.693 0.639 0.601 0.536 0.495 0.407 0.364 0.315 0.287 0.259 43 

2.209 1.821 1.501 1.163 0.959 0.790 0.706 0.652 0.612 0.547 0.505 0.416 0.372 0.322 0.294 0.266 44 

2.233 1.843 1.521 1.181 0.974 0.804 0.719 0.664 0.624 0.558 0.515 0.425 0.380 0.330 0.301 0.272 45 

2.258 1.866 1.542 1.198 0.990 0.818 0.732 0.676 0.636 0.569 0.526 0.434 0.389 0.338 0.308 0.279 46 

2.283 1.889 1.563 1.217 1.007 0.833 0.746 0.689 0.648 0.580 0.536 0.444 0.397 0.346 0.315 0.286 47 

2.308 1.912 1.584 1.235 1.023 0.848 0.759 0.702 0.661 0.592 0.548 0.454 0.406 0.354 0.323 0.293 48 

2.333 1.935 1.605 1.254 1.040 0.862 0.773 0.715 0.674 0.604 0.559 0.463 0.415 0.362 0.330 0.300 49 

2.359 1.959 1.627 1.273 1.057 0.878 0.787 0.729 0.687 0.616 0.570 0.474 0.425 0.370 0.338 0.308 50 

2.375 1.974 1.640 1.284 1.067 0.887 0.796 0.737 0.695 0.623 0.577 0.480 0.430 0.376 0.343 0.312 51 

2.390 1.988 1.653 1.296 1.078 0.896 0.805 0.746 0.703 0.631 0.584 0.486 0.436 0.381 0.348 0.317 52 

2.406 2.003 1.667 1.308 1.088 0.906 0.814 0.754 0.711 0.638 0.592 0.492 0.442 0.386 0.353 0.322 53 

2.422 2.017 1.680 1.320 1.099 0.916 0.823 0.763 0.719 0.646 0.599 0.499 0.448 0.392 0.358 0.326 54 

2.438 2.032 1.694 1.332 1.110 0.925 0.832 0.771 0.727 0.654 0.606 0.505 0.454 0.397 0.364 0.331 55 

2.454 2.047 1.708 1.344 1.121 0.935 0.841 0.780 0.736 0.662 0.614 0.512 0.461 0.403 0.369 0.336 56 

2.470 2.062 1.722 1.356 1.132 0.945 0.850 0.789 0.744 0.670 0.621 0.519 0.467 0.409 0.374 0.341 57 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR9, Monument Creek at West Monument Creek downstream to Monument Creek at Cottonwood Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

58 2.486 2.077 1.735 1.368 1.143 0.955 0.860 0.798 0.753 0.678 0.629 0.526 0.473 0.414 0.380 0.346 58


59 2.503 2.093 1.750 1.381 1.154 0.965 0.869 0.807 0.762 0.686 0.637 0.533 0.480 0.420 0.385 0.351 59


60 2.519 2.108 1.764 1.393 1.166 0.975 0.879 0.816 0.771 0.694 0.645 0.540 0.486 0.426 0.391 0.357 60


61 2.536 2.123 1.778 1.406 1.177 0.986 0.889 0.825 0.780 0.703 0.653 0.547 0.493 0.432 0.397 0.362 61


62 2.553 2.139 1.792 1.419 1.189 0.996 0.898 0.835 0.789 0.711 0.661 0.554 0.499 0.438 0.402 0.367 62


63 2.569 2.155 1.807 1.432 1.201 1.007 0.908 0.844 0.798 0.720 0.669 0.561 0.506 0.445 0.408 0.373 63


64 2.586 2.171 1.822 1.445 1.213 1.018 0.918 0.854 0.807 0.728 0.677 0.568 0.513 0.451 0.414 0.378 64


65 2.603 2.186 1.836 1.458 1.224 1.028 0.929 0.864 0.817 0.737 0.686 0.576 0.520 0.457 0.420 0.384 65


66 2.621 2.202 1.851 1.471 1.237 1.039 0.939 0.874 0.826 0.746 0.694 0.583 0.527 0.464 0.426 0.390 66


67 2.638 2.219 1.866 1.485 1.249 1.050 0.949 0.883 0.836 0.755 0.703 0.591 0.534 0.470 0.432 0.396 67


68 2.655 2.235 1.881 1.498 1.261 1.061 0.960 0.893 0.845 0.764 0.712 0.599 0.541 0.477 0.439 0.401 68


69 2.673 2.251 1.897 1.512 1.273 1.073 0.970 0.904 0.855 0.774 0.720 0.607 0.549 0.484 0.445 0.407 69


70 2.690 2.268 1.912 1.526 1.286 1.084 0.981 0.914 0.865 0.783 0.729 0.615 0.556 0.491 0.451 0.414 70


71 2.708 2.285 1.927 1.539 1.299 1.096 0.992 0.924 0.875 0.792 0.738 0.623 0.564 0.498 0.458 0.420 71


72 2.726 2.301 1.943 1.553 1.311 1.107 1.003 0.935 0.885 0.802 0.747 0.631 0.572 0.505 0.465 0.426 72


73 2.744 2.318 1.959 1.568 1.324 1.119 1.014 0.945 0.896 0.812 0.757 0.639 0.579 0.512 0.471 0.432 73


74 2.762 2.335 1.975 1.582 1.337 1.131 1.025 0.956 0.906 0.821 0.766 0.648 0.587 0.519 0.478 0.439 74


75 2.780 2.352 1.991 1.596 1.351 1.143 1.037 0.967 0.917 0.831 0.776 0.656 0.595 0.526 0.485 0.445 75


76 2.798 2.370 2.007 1.611 1.364 1.155 1.048 0.978 0.927 0.841 0.785 0.665 0.603 0.534 0.492 0.452 76


77 2.817 2.387 2.023 1.625 1.377 1.167 1.060 0.989 0.938 0.851 0.795 0.674 0.611 0.541 0.499 0.459 77


78 2.835 2.405 2.039 1.640 1.391 1.180 1.071 1.001 0.949 0.862 0.805 0.682 0.620 0.549 0.507 0.466 78


79 2.854 2.422 2.056 1.655 1.405 1.192 1.083 1.012 0.960 0.872 0.815 0.691 0.628 0.557 0.514 0.472 79


80 2.873 2.440 2.073 1.670 1.419 1.205 1.095 1.023 0.971 0.883 0.825 0.701 0.637 0.565 0.522 0.480 80


81 2.892 2.458 2.089 1.685 1.433 1.218 1.107 1.035 0.982 0.893 0.835 0.710 0.645 0.573 0.529 0.487 81


82 2.911 2.476 2.106 1.701 1.447 1.231 1.120 1.047 0.994 0.904 0.845 0.719 0.654 0.581 0.537 0.494 82


83 2.930 2.494 2.123 1.716 1.461 1.244 1.132 1.059 1.005 0.915 0.856 0.728 0.663 0.589 0.545 0.501 83


84 2.949 2.512 2.140 1.732 1.475 1.257 1.144 1.071 1.017 0.926 0.866 0.738 0.672 0.597 0.552 0.509 84


85 2.969 2.531 2.158 1.748 1.490 1.270 1.157 1.083 1.029 0.937 0.877 0.748 0.681 0.606 0.560 0.516 85


86 2.988 2.550 2.175 1.764 1.505 1.284 1.170 1.095 1.041 0.948 0.888 0.758 0.690 0.614 0.569 0.524 86


87 3.008 2.568 2.193 1.780 1.519 1.297 1.183 1.108 1.053 0.960 0.899 0.768 0.700 0.623 0.577 0.532 87


88 3.028 2.587 2.211 1.796 1.534 1.311 1.196 1.120 1.065 0.971 0.910 0.778 0.709 0.632 0.585 0.540 88


89 3.048 2.606 2.229 1.812 1.550 1.325 1.209 1.133 1.077 0.983 0.921 0.788 0.719 0.641 0.594 0.548 89


90 3.068 2.625 2.247 1.829 1.565 1.339 1.223 1.146 1.090 0.995 0.933 0.798 0.729 0.650 0.602 0.556 90


91 3.088 2.645 2.265 1.845 1.580 1.353 1.236 1.159 1.103 1.007 0.944 0.809 0.739 0.659 0.611 0.564 91


92 3.108 2.664 2.283 1.862 1.596 1.368 1.250 1.172 1.115 1.019 0.956 0.819 0.749 0.668 0.620 0.573 92


93 3.129 2.683 2.302 1.879 1.612 1.382 1.264 1.186 1.128 1.031 0.968 0.830 0.759 0.678 0.629 0.581 93


94 3.149 2.703 2.320 1.896 1.627 1.397 1.278 1.199 1.141 1.044 0.980 0.841 0.769 0.687 0.638 0.590 94


95 3.170 2.723 2.339 1.913 1.643 1.412 1.292 1.213 1.155 1.057 0.992 0.852 0.780 0.697 0.647 0.599 95


96 3.191 2.743 2.358 1.931 1.660 1.427 1.306 1.226 1.168 1.069 1.004 0.863 0.790 0.707 0.657 0.608 96


97 3.212 2.763 2.377 1.948 1.676 1.442 1.320 1.240 1.182 1.082 1.017 0.875 0.801 0.717 0.666 0.617 97


98 3.233 2.783 2.396 1.966 1.693 1.457 1.335 1.254 1.195 1.095 1.029 0.886 0.812 0.727 0.676 0.626 98


99 3.254 2.804 2.416 1.984 1.709 1.473 1.350 1.269 1.209 1.108 1.042 0.898 0.823 0.737 0.686 0.635 99


100 3.276 2.825 2.435 2.002 1.726 1.488 1.365 1.283 1.223 1.122 1.055 0.910 0.834 0.748 0.696 0.645 100


101 3.287 2.835 2.445 2.011 1.734 1.496 1.372 1.290 1.230 1.128 1.061 0.915 0.839 0.753 0.700 0.649 101


102 3.298 2.846 2.455 2.020 1.743 1.503 1.379 1.297 1.237 1.135 1.067 0.921 0.845 0.758 0.705 0.654 102


103 3.310 2.856 2.465 2.029 1.751 1.511 1.386 1.304 1.244 1.141 1.073 0.926 0.850 0.762 0.710 0.658 103


104 3.321 2.867 2.475 2.038 1.759 1.519 1.394 1.311 1.251 1.148 1.080 0.932 0.855 0.767 0.715 0.663 104


105 3.332 2.878 2.485 2.047 1.768 1.527 1.401 1.318 1.257 1.154 1.086 0.938 0.861 0.772 0.719 0.667 105


106 3.344 2.888 2.495 2.056 1.776 1.534 1.408 1.325 1.264 1.161 1.092 0.943 0.866 0.778 0.724 0.672 106


107 3.355 2.899 2.505 2.065 1.785 1.542 1.416 1.332 1.271 1.167 1.099 0.949 0.872 0.783 0.729 0.676 107


108 3.366 2.910 2.515 2.074 1.793 1.550 1.423 1.340 1.278 1.174 1.105 0.955 0.877 0.788 0.734 0.681 108


109 3.378 2.921 2.525 2.084 1.802 1.558 1.431 1.347 1.285 1.180 1.111 0.961 0.883 0.793 0.739 0.686 109


110 3.389 2.932 2.536 2.093 1.810 1.566 1.438 1.354 1.292 1.187 1.118 0.967 0.888 0.798 0.744 0.690 110


111 3.401 2.942 2.546 2.102 1.819 1.574 1.446 1.361 1.299 1.194 1.124 0.973 0.894 0.803 0.749 0.695 111


112 3.413 2.953 2.556 2.112 1.828 1.582 1.454 1.369 1.307 1.201 1.131 0.979 0.899 0.809 0.754 0.700 112


113 3.424 2.964 2.566 2.121 1.836 1.590 1.461 1.376 1.314 1.208 1.137 0.985 0.905 0.814 0.759 0.705 113


114 3.436 2.976 2.577 2.131 1.845 1.598 1.469 1.384 1.321 1.214 1.144 0.991 0.911 0.819 0.764 0.709 114

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR9, Monument Creek at West Monument Creek downstream to Monument Creek at Cottonwood Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

115 3.448 2.987 2.587 2.140 1.854 1.606 1.477 1.391 1.328 1.221 1.151 0.997 0.917 0.825 0.769 0.714 115


116 3.459 2.998 2.598 2.150 1.863 1.614 1.484 1.399 1.336 1.228 1.157 1.003 0.922 0.830 0.774 0.719 116


117 3.471 3.009 2.608 2.159 1.872 1.622 1.492 1.406 1.343 1.235 1.164 1.009 0.928 0.835 0.779 0.724 117


118 3.483 3.020 2.619 2.169 1.880 1.631 1.500 1.414 1.350 1.242 1.171 1.015 0.934 0.841 0.785 0.729 118


119 3.495 3.031 2.629 2.178 1.889 1.639 1.508 1.421 1.358 1.249 1.178 1.021 0.940 0.846 0.790 0.734 119


120 3.507 3.043 2.640 2.188 1.898 1.647 1.516 1.429 1.365 1.256 1.185 1.028 0.946 0.852 0.795 0.739 120


121 3.519 3.054 2.651 2.198 1.908 1.656 1.524 1.437 1.373 1.264 1.191 1.034 0.952 0.857 0.800 0.744 121


122 3.531 3.065 2.661 2.208 1.917 1.664 1.532 1.445 1.380 1.271 1.198 1.040 0.958 0.863 0.806 0.749 122


123 3.543 3.077 2.672 2.218 1.926 1.672 1.540 1.452 1.388 1.278 1.205 1.047 0.964 0.869 0.811 0.754 123


124 3.555 3.088 2.683 2.227 1.935 1.681 1.548 1.460 1.396 1.285 1.212 1.053 0.970 0.874 0.817 0.760 124


125 3.567 3.100 2.694 2.237 1.944 1.689 1.556 1.468 1.403 1.293 1.219 1.060 0.976 0.880 0.822 0.765 125


126 3.579 3.111 2.705 2.247 1.953 1.698 1.564 1.476 1.411 1.300 1.226 1.066 0.982 0.886 0.828 0.770 126


127 3.592 3.123 2.716 2.257 1.963 1.707 1.573 1.484 1.419 1.307 1.234 1.073 0.988 0.892 0.833 0.775 127


128 3.604 3.135 2.727 2.267 1.972 1.715 1.581 1.492 1.426 1.315 1.241 1.079 0.995 0.898 0.839 0.781 128


129 3.616 3.146 2.738 2.277 1.982 1.724 1.589 1.500 1.434 1.322 1.248 1.086 1.001 0.903 0.844 0.786 129


130 3.629 3.158 2.749 2.288 1.991 1.733 1.598 1.508 1.442 1.330 1.255 1.092 1.007 0.909 0.850 0.791 130


131 3.641 3.170 2.760 2.298 2.000 1.742 1.606 1.516 1.450 1.337 1.263 1.099 1.014 0.915 0.856 0.797 131


132 3.653 3.182 2.771 2.308 2.010 1.751 1.615 1.524 1.458 1.345 1.270 1.106 1.020 0.921 0.861 0.802 132


133 3.666 3.193 2.782 2.318 2.020 1.759 1.623 1.533 1.466 1.352 1.277 1.113 1.026 0.927 0.867 0.808 133


134 3.678 3.205 2.793 2.329 2.029 1.768 1.632 1.541 1.474 1.360 1.285 1.119 1.033 0.933 0.873 0.813 134


135 3.691 3.217 2.805 2.339 2.039 1.777 1.640 1.549 1.482 1.368 1.292 1.126 1.039 0.939 0.879 0.819 135


136 3.703 3.229 2.816 2.349 2.049 1.786 1.649 1.558 1.490 1.376 1.300 1.133 1.046 0.946 0.885 0.825 136


137 3.716 3.241 2.827 2.360 2.058 1.795 1.658 1.566 1.499 1.383 1.307 1.140 1.053 0.952 0.891 0.830 137


138 3.729 3.253 2.839 2.370 2.068 1.805 1.666 1.575 1.507 1.391 1.315 1.147 1.059 0.958 0.897 0.836 138


139 3.742 3.266 2.850 2.381 2.078 1.814 1.675 1.583 1.515 1.399 1.322 1.154 1.066 0.964 0.903 0.842 139


140 3.754 3.278 2.862 2.392 2.088 1.823 1.684 1.592 1.524 1.407 1.330 1.161 1.073 0.971 0.909 0.847 140


141 3.767 3.290 2.873 2.402 2.098 1.832 1.693 1.600 1.532 1.415 1.338 1.168 1.079 0.977 0.915 0.853 141


142 3.780 3.302 2.885 2.413 2.108 1.842 1.702 1.609 1.540 1.423 1.346 1.176 1.086 0.983 0.921 0.859 142


143 3.793 3.315 2.897 2.424 2.118 1.851 1.711 1.617 1.549 1.431 1.353 1.183 1.093 0.990 0.927 0.865 143


144 3.806 3.327 2.908 2.435 2.128 1.860 1.720 1.626 1.557 1.439 1.361 1.190 1.100 0.996 0.933 0.871 144


145 3.819 3.339 2.920 2.445 2.138 1.870 1.729 1.635 1.566 1.448 1.369 1.197 1.107 1.003 0.940 0.877 145


146 3.832 3.352 2.932 2.456 2.148 1.879 1.738 1.644 1.574 1.456 1.377 1.205 1.114 1.009 0.946 0.883 146


147 3.845 3.364 2.944 2.467 2.159 1.889 1.747 1.653 1.583 1.464 1.385 1.212 1.121 1.016 0.952 0.889 147


148 3.858 3.377 2.956 2.478 2.169 1.898 1.756 1.662 1.592 1.472 1.393 1.219 1.128 1.023 0.959 0.895 148


149 3.871 3.389 2.967 2.489 2.179 1.908 1.765 1.671 1.601 1.481 1.401 1.227 1.135 1.029 0.965 0.901 149


150 3.884 3.402 2.979 2.500 2.190 1.918 1.775 1.680 1.609 1.489 1.410 1.234 1.142 1.036 0.971 0.907 150


151 3.898 3.415 2.992 2.512 2.200 1.928 1.784 1.689 1.618 1.498 1.418 1.242 1.150 1.043 0.978 0.914 151


152 3.911 3.427 3.004 2.523 2.211 1.937 1.793 1.698 1.627 1.506 1.426 1.250 1.157 1.050 0.984 0.920 152


153 3.924 3.440 3.016 2.534 2.221 1.947 1.803 1.707 1.636 1.515 1.434 1.257 1.164 1.056 0.991 0.926 153


154 3.938 3.453 3.028 2.545 2.232 1.957 1.812 1.716 1.645 1.523 1.443 1.265 1.171 1.063 0.998 0.932 154


155 3.951 3.466 3.040 2.557 2.243 1.967 1.822 1.725 1.654 1.532 1.451 1.273 1.179 1.070 1.004 0.939 155


156 3.965 3.479 3.052 2.568 2.253 1.977 1.832 1.735 1.663 1.541 1.459 1.281 1.186 1.077 1.011 0.945 156


157 3.978 3.492 3.065 2.579 2.264 1.987 1.841 1.744 1.672 1.550 1.468 1.288 1.194 1.084 1.018 0.952 157


158 3.992 3.505 3.077 2.591 2.275 1.997 1.851 1.754 1.682 1.558 1.476 1.296 1.201 1.091 1.025 0.958 158


159 4.005 3.518 3.090 2.602 2.286 2.007 1.861 1.763 1.691 1.567 1.485 1.304 1.209 1.099 1.032 0.965 159


160 4.019 3.531 3.102 2.614 2.296 2.018 1.870 1.773 1.700 1.576 1.494 1.312 1.217 1.106 1.038 0.971 160


161 4.033 3.544 3.115 2.626 2.307 2.028 1.880 1.782 1.709 1.585 1.502 1.320 1.224 1.113 1.045 0.978 161


162 4.047 3.557 3.127 2.637 2.318 2.038 1.890 1.792 1.719 1.594 1.511 1.328 1.232 1.120 1.052 0.985 162


163 4.060 3.571 3.140 2.649 2.330 2.049 1.900 1.801 1.728 1.603 1.520 1.336 1.240 1.128 1.059 0.992 163


164 4.074 3.584 3.153 2.661 2.341 2.059 1.910 1.811 1.738 1.612 1.529 1.345 1.248 1.135 1.067 0.998 164


165 4.088 3.597 3.165 2.673 2.352 2.069 1.920 1.821 1.747 1.621 1.538 1.353 1.255 1.142 1.074 1.005 165


166 4.102 3.611 3.178 2.685 2.363 2.080 1.930 1.831 1.757 1.631 1.547 1.361 1.263 1.150 1.081 1.012 166


167 4.116 3.624 3.191 2.697 2.374 2.090 1.940 1.841 1.767 1.640 1.556 1.370 1.271 1.157 1.088 1.019 167


168 4.130 3.638 3.204 2.709 2.386 2.101 1.951 1.851 1.776 1.649 1.565 1.378 1.279 1.165 1.095 1.026 168


169 4.144 3.651 3.217 2.721 2.397 2.112 1.961 1.861 1.786 1.659 1.574 1.386 1.287 1.173 1.103 1.033 169


170 4.158 3.665 3.230 2.733 2.408 2.123 1.971 1.871 1.796 1.668 1.583 1.395 1.296 1.180 1.110 1.040 170


171 4.173 3.678 3.243 2.745 2.420 2.133 1.982 1.881 1.806 1.677 1.592 1.403 1.304 1.188 1.118 1.047 171

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR9, Monument Creek at West Monument Creek downstream to Monument Creek at Cottonwood Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

172 4.187 3.692 3.256 2.757 2.431 2.144 1.992 1.891 1.816 1.687 1.601 1.412 1.312 1.196 1.125 1.055 172


173 4.201 3.706 3.269 2.770 2.443 2.155 2.003 1.901 1.826 1.697 1.611 1.421 1.320 1.204 1.133 1.062 173


174 4.216 3.720 3.282 2.782 2.455 2.166 2.013 1.911 1.836 1.706 1.620 1.429 1.329 1.212 1.140 1.069 174


175 4.230 3.734 3.296 2.794 2.466 2.177 2.024 1.922 1.846 1.716 1.629 1.438 1.337 1.219 1.148 1.076 175


176 4.244 3.747 3.309 2.807 2.478 2.188 2.034 1.932 1.856 1.726 1.639 1.447 1.345 1.227 1.155 1.084 176


177 4.259 3.761 3.322 2.819 2.490 2.199 2.045 1.942 1.866 1.735 1.648 1.456 1.354 1.235 1.163 1.091 177


178 4.273 3.775 3.336 2.832 2.502 2.210 2.056 1.953 1.877 1.745 1.658 1.465 1.362 1.244 1.171 1.099 178


179 4.288 3.790 3.349 2.844 2.514 2.222 2.067 1.963 1.887 1.755 1.668 1.474 1.371 1.252 1.179 1.106 179


180 4.303 3.804 3.363 2.857 2.526 2.233 2.078 1.974 1.897 1.765 1.677 1.483 1.380 1.260 1.187 1.114 180


181 4.317 3.818 3.376 2.870 2.538 2.244 2.089 1.985 1.908 1.775 1.687 1.492 1.388 1.268 1.195 1.121 181


182 4.332 3.832 3.390 2.883 2.550 2.256 2.100 1.995 1.918 1.785 1.697 1.501 1.397 1.276 1.203 1.129 182


183 4.347 3.846 3.404 2.895 2.562 2.267 2.111 2.006 1.929 1.796 1.707 1.510 1.406 1.285 1.211 1.137 183


184 4.362 3.861 3.417 2.908 2.574 2.279 2.122 2.017 1.939 1.806 1.717 1.519 1.415 1.293 1.219 1.145 184


185 4.377 3.875 3.431 2.921 2.587 2.290 2.133 2.028 1.950 1.816 1.727 1.529 1.424 1.302 1.227 1.152 185


186 4.392 3.890 3.445 2.934 2.599 2.302 2.144 2.039 1.961 1.826 1.737 1.538 1.433 1.310 1.235 1.160 186


187 4.407 3.904 3.459 2.947 2.611 2.314 2.155 2.050 1.971 1.837 1.747 1.548 1.442 1.319 1.243 1.168 187


188 4.422 3.919 3.473 2.961 2.624 2.325 2.167 2.061 1.982 1.847 1.757 1.557 1.451 1.327 1.252 1.176 188


189 4.437 3.933 3.487 2.974 2.636 2.337 2.178 2.072 1.993 1.858 1.767 1.567 1.460 1.336 1.260 1.184 189


190 4.452 3.948 3.501 2.987 2.649 2.349 2.190 2.083 2.004 1.868 1.777 1.576 1.469 1.345 1.269 1.193 190


191 4.467 3.963 3.515 3.000 2.662 2.361 2.201 2.095 2.015 1.879 1.788 1.586 1.479 1.354 1.277 1.201 191


192 4.482 3.977 3.529 3.014 2.674 2.373 2.213 2.106 2.026 1.889 1.798 1.596 1.488 1.362 1.286 1.209 192


193 4.498 3.992 3.544 3.027 2.687 2.385 2.224 2.117 2.037 1.900 1.809 1.605 1.497 1.371 1.294 1.217 193


194 4.513 4.007 3.558 3.041 2.700 2.397 2.236 2.129 2.049 1.911 1.819 1.615 1.507 1.380 1.303 1.226 194


195 4.528 4.022 3.572 3.054 2.713 2.409 2.248 2.140 2.060 1.922 1.830 1.625 1.516 1.389 1.312 1.234 195


196 4.544 4.037 3.587 3.068 2.726 2.422 2.260 2.152 2.071 1.933 1.840 1.635 1.526 1.398 1.320 1.242 196


197 4.559 4.052 3.601 3.081 2.739 2.434 2.272 2.163 2.083 1.944 1.851 1.645 1.535 1.408 1.329 1.251 197


198 4.575 4.067 3.616 3.095 2.752 2.446 2.284 2.175 2.094 1.955 1.862 1.655 1.545 1.417 1.338 1.260 198


199 4.590 4.082 3.630 3.109 2.765 2.459 2.296 2.187 2.106 1.966 1.873 1.665 1.555 1.426 1.347 1.268 199


200 4.606 4.097 3.645 3.123 2.778 2.471 2.308 2.198 2.117 1.977 1.883 1.676 1.565 1.435 1.356 1.277 200

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 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 Monument Creek at Pikeview.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.101 0.074 0.054 0.036 0.026 0.019 0.016 0.014 0.013 0.011 0.009 0.007 0.006 0.005 0.004 0.003 1 

0.144 0.106 0.078 0.051 0.038 0.028 0.023 0.020 0.018 0.015 0.013 0.010 0.008 0.007 0.006 0.005 2 

0.207 0.152 0.111 0.074 0.054 0.040 0.033 0.029 0.026 0.022 0.019 0.014 0.012 0.009 0.008 0.007 3 

0.261 0.192 0.141 0.094 0.069 0.051 0.043 0.037 0.034 0.028 0.025 0.018 0.015 0.012 0.011 0.009 4 

0.330 0.243 0.179 0.120 0.088 0.065 0.054 0.048 0.044 0.036 0.032 0.024 0.020 0.016 0.014 0.012 5 

0.390 0.287 0.212 0.142 0.104 0.077 0.064 0.057 0.052 0.043 0.038 0.028 0.023 0.019 0.016 0.014 6 

0.461 0.340 0.250 0.168 0.123 0.091 0.076 0.067 0.061 0.051 0.045 0.033 0.028 0.022 0.019 0.016 7 

0.506 0.374 0.277 0.186 0.137 0.102 0.085 0.075 0.068 0.057 0.050 0.037 0.031 0.025 0.022 0.019 8 

0.555 0.412 0.306 0.206 0.153 0.113 0.095 0.084 0.076 0.064 0.057 0.042 0.035 0.028 0.025 0.021 9 

0.610 0.454 0.338 0.228 0.170 0.126 0.106 0.094 0.086 0.072 0.064 0.047 0.040 0.032 0.028 0.024 10 

0.646 0.482 0.360 0.244 0.182 0.136 0.114 0.101 0.092 0.078 0.069 0.051 0.043 0.035 0.030 0.026 11 

0.685 0.512 0.383 0.261 0.195 0.146 0.123 0.109 0.100 0.084 0.074 0.056 0.047 0.038 0.033 0.028 12 

0.725 0.544 0.408 0.279 0.209 0.157 0.133 0.118 0.107 0.091 0.080 0.060 0.051 0.041 0.036 0.031 13 

0.769 0.578 0.435 0.298 0.224 0.169 0.143 0.127 0.116 0.098 0.087 0.065 0.055 0.045 0.039 0.034 14 

0.814 0.614 0.463 0.319 0.240 0.181 0.154 0.137 0.125 0.106 0.094 0.071 0.060 0.049 0.043 0.037 15 

0.846 0.639 0.483 0.333 0.252 0.190 0.161 0.144 0.131 0.112 0.099 0.075 0.064 0.052 0.045 0.039 16 

0.878 0.665 0.504 0.349 0.264 0.200 0.170 0.151 0.138 0.118 0.105 0.079 0.067 0.055 0.048 0.042 17 

0.912 0.692 0.525 0.365 0.277 0.210 0.179 0.159 0.146 0.124 0.111 0.084 0.071 0.058 0.051 0.044 18 

0.947 0.721 0.548 0.382 0.290 0.221 0.188 0.168 0.154 0.131 0.117 0.089 0.076 0.062 0.054 0.047 19 

0.984 0.750 0.572 0.399 0.304 0.232 0.198 0.177 0.162 0.138 0.123 0.094 0.080 0.066 0.058 0.050 20 

1.008 0.769 0.587 0.411 0.314 0.240 0.205 0.183 0.168 0.143 0.128 0.098 0.084 0.068 0.060 0.052 21 

1.032 0.789 0.604 0.424 0.324 0.248 0.212 0.190 0.174 0.149 0.133 0.102 0.087 0.071 0.063 0.055 22 

1.057 0.810 0.620 0.436 0.334 0.256 0.219 0.196 0.180 0.154 0.138 0.106 0.091 0.074 0.065 0.057 23 

1.082 0.830 0.638 0.449 0.345 0.265 0.227 0.203 0.187 0.160 0.143 0.110 0.094 0.078 0.068 0.060 24 

1.108 0.852 0.655 0.463 0.356 0.274 0.235 0.211 0.194 0.166 0.149 0.114 0.098 0.081 0.071 0.062 25 

1.134 0.874 0.673 0.477 0.367 0.283 0.243 0.218 0.201 0.172 0.155 0.119 0.102 0.084 0.074 0.065 26 

1.162 0.897 0.692 0.491 0.379 0.293 0.252 0.226 0.208 0.179 0.160 0.124 0.106 0.088 0.078 0.068 27 

1.189 0.920 0.711 0.506 0.391 0.303 0.260 0.234 0.215 0.185 0.167 0.129 0.111 0.092 0.081 0.071 28 

1.218 0.944 0.731 0.521 0.404 0.313 0.269 0.242 0.223 0.192 0.173 0.134 0.115 0.096 0.084 0.074 29 

1.247 0.968 0.751 0.537 0.417 0.324 0.279 0.251 0.231 0.199 0.179 0.139 0.120 0.100 0.088 0.077 30 

1.267 0.985 0.765 0.548 0.426 0.331 0.286 0.257 0.237 0.205 0.184 0.143 0.124 0.103 0.091 0.080 31 

1.287 1.002 0.780 0.559 0.435 0.339 0.293 0.264 0.243 0.210 0.189 0.147 0.127 0.106 0.094 0.082 32 

1.308 1.019 0.794 0.571 0.445 0.347 0.300 0.270 0.249 0.215 0.194 0.151 0.131 0.109 0.096 0.085 33 

1.329 1.037 0.809 0.583 0.455 0.355 0.307 0.277 0.256 0.221 0.199 0.156 0.135 0.112 0.099 0.087 34 

1.350 1.055 0.824 0.595 0.465 0.363 0.314 0.284 0.262 0.227 0.205 0.160 0.138 0.115 0.102 0.090 35 

1.372 1.073 0.840 0.607 0.475 0.372 0.322 0.291 0.269 0.233 0.210 0.164 0.142 0.119 0.106 0.093 36 

1.394 1.092 0.855 0.620 0.485 0.380 0.330 0.298 0.275 0.239 0.216 0.169 0.147 0.122 0.109 0.096 37 

1.416 1.111 0.871 0.632 0.496 0.389 0.338 0.305 0.282 0.245 0.222 0.174 0.151 0.126 0.112 0.099 38 

1.438 1.130 0.888 0.645 0.507 0.398 0.346 0.313 0.289 0.251 0.227 0.179 0.155 0.130 0.115 0.102 39 

1.461 1.150 0.904 0.659 0.518 0.408 0.354 0.321 0.297 0.258 0.234 0.184 0.160 0.134 0.119 0.105 40 

1.477 1.163 0.916 0.668 0.526 0.415 0.361 0.326 0.302 0.263 0.238 0.188 0.163 0.137 0.122 0.108 41 

1.492 1.177 0.928 0.678 0.535 0.422 0.367 0.332 0.308 0.268 0.243 0.192 0.167 0.140 0.125 0.110 42 

1.508 1.191 0.940 0.688 0.543 0.429 0.374 0.339 0.314 0.273 0.248 0.196 0.170 0.143 0.128 0.113 43 

1.524 1.205 0.952 0.698 0.552 0.436 0.380 0.345 0.320 0.279 0.253 0.200 0.174 0.146 0.131 0.116 44 

1.540 1.219 0.965 0.708 0.561 0.444 0.387 0.351 0.326 0.284 0.258 0.204 0.178 0.150 0.134 0.119 45 

1.556 1.233 0.977 0.719 0.569 0.451 0.394 0.358 0.332 0.290 0.263 0.208 0.182 0.153 0.137 0.121 46 

1.572 1.247 0.990 0.729 0.578 0.459 0.401 0.364 0.338 0.295 0.268 0.213 0.186 0.157 0.140 0.124 47 

1.589 1.262 1.003 0.740 0.588 0.467 0.408 0.371 0.344 0.301 0.274 0.217 0.190 0.160 0.143 0.127 48 

1.605 1.277 1.016 0.751 0.597 0.475 0.415 0.378 0.351 0.307 0.279 0.222 0.194 0.164 0.147 0.130 49 

1.622 1.292 1.029 0.762 0.606 0.483 0.423 0.385 0.357 0.313 0.285 0.227 0.199 0.168 0.150 0.134 50 

1.632 1.301 1.037 0.768 0.612 0.488 0.427 0.389 0.362 0.317 0.288 0.230 0.201 0.170 0.152 0.136 51 

1.642 1.310 1.045 0.775 0.618 0.493 0.432 0.393 0.366 0.320 0.292 0.233 0.204 0.172 0.155 0.138 52 

1.652 1.318 1.052 0.781 0.624 0.498 0.437 0.397 0.370 0.324 0.295 0.236 0.207 0.175 0.157 0.140 53 

1.662 1.327 1.061 0.788 0.630 0.503 0.441 0.402 0.374 0.328 0.299 0.239 0.209 0.177 0.159 0.142 54 

1.672 1.337 1.069 0.795 0.636 0.508 0.446 0.406 0.378 0.332 0.302 0.242 0.212 0.180 0.161 0.144 55 

1.682 1.346 1.077 0.802 0.642 0.513 0.451 0.411 0.382 0.336 0.306 0.245 0.215 0.182 0.164 0.146 56 

1.692 1.355 1.085 0.809 0.648 0.519 0.455 0.415 0.387 0.340 0.310 0.248 0.218 0.185 0.166 0.148 57 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 Monument Creek at Pikeview.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

58 1.702 1.364 1.093 0.816 0.654 0.524 0.460 0.420 0.391 0.343 0.313 0.251 0.221 0.187 0.168 0.150 58


59 1.713 1.373 1.102 0.823 0.660 0.529 0.465 0.424 0.395 0.348 0.317 0.254 0.224 0.190 0.171 0.152 59


60 1.723 1.383 1.110 0.830 0.666 0.535 0.470 0.429 0.400 0.352 0.321 0.258 0.227 0.193 0.173 0.155 60


61 1.733 1.392 1.118 0.837 0.672 0.540 0.475 0.434 0.404 0.356 0.325 0.261 0.230 0.195 0.176 0.157 61


62 1.744 1.402 1.127 0.844 0.679 0.546 0.480 0.439 0.409 0.360 0.329 0.264 0.233 0.198 0.178 0.159 62


63 1.754 1.411 1.135 0.852 0.685 0.551 0.485 0.443 0.414 0.364 0.333 0.268 0.236 0.201 0.181 0.161 63


64 1.765 1.421 1.144 0.859 0.692 0.557 0.491 0.448 0.418 0.368 0.337 0.271 0.239 0.204 0.183 0.164 64


65 1.776 1.431 1.153 0.867 0.698 0.563 0.496 0.453 0.423 0.373 0.341 0.275 0.242 0.206 0.186 0.166 65


66 1.786 1.441 1.162 0.874 0.705 0.568 0.501 0.458 0.428 0.377 0.345 0.278 0.245 0.209 0.189 0.169 66


67 1.797 1.450 1.171 0.882 0.711 0.574 0.507 0.463 0.433 0.381 0.349 0.282 0.248 0.212 0.191 0.171 67


68 1.808 1.460 1.179 0.889 0.718 0.580 0.512 0.468 0.437 0.386 0.353 0.285 0.252 0.215 0.194 0.174 68


69 1.819 1.470 1.188 0.897 0.725 0.586 0.517 0.474 0.442 0.390 0.357 0.289 0.255 0.218 0.197 0.176 69


70 1.830 1.480 1.197 0.905 0.732 0.592 0.523 0.479 0.447 0.395 0.362 0.293 0.259 0.221 0.200 0.179 70


71 1.841 1.490 1.207 0.913 0.739 0.598 0.529 0.484 0.452 0.400 0.366 0.296 0.262 0.224 0.202 0.181 71


72 1.852 1.501 1.216 0.920 0.746 0.604 0.534 0.489 0.457 0.404 0.371 0.300 0.265 0.227 0.205 0.184 72


73 1.863 1.511 1.225 0.928 0.753 0.610 0.540 0.495 0.463 0.409 0.375 0.304 0.269 0.230 0.208 0.187 73


74 1.875 1.521 1.234 0.936 0.760 0.617 0.546 0.500 0.468 0.414 0.380 0.308 0.273 0.234 0.211 0.190 74


75 1.886 1.532 1.244 0.945 0.767 0.623 0.552 0.506 0.473 0.419 0.384 0.312 0.276 0.237 0.214 0.192 75


76 1.897 1.542 1.253 0.953 0.774 0.629 0.557 0.511 0.478 0.424 0.389 0.316 0.280 0.240 0.217 0.195 76


77 1.909 1.553 1.263 0.961 0.782 0.636 0.563 0.517 0.484 0.429 0.393 0.320 0.284 0.244 0.220 0.198 77


78 1.921 1.563 1.272 0.969 0.789 0.642 0.569 0.523 0.489 0.434 0.398 0.324 0.287 0.247 0.223 0.201 78


79 1.932 1.574 1.282 0.978 0.796 0.649 0.575 0.528 0.495 0.439 0.403 0.328 0.291 0.250 0.227 0.204 79


80 1.944 1.585 1.292 0.986 0.804 0.655 0.582 0.534 0.500 0.444 0.408 0.332 0.295 0.254 0.230 0.207 80


81 1.956 1.596 1.302 0.995 0.812 0.662 0.588 0.540 0.506 0.449 0.413 0.337 0.299 0.257 0.233 0.210 81


82 1.967 1.606 1.312 1.003 0.819 0.669 0.594 0.546 0.512 0.454 0.418 0.341 0.303 0.261 0.236 0.213 82


83 1.979 1.617 1.322 1.012 0.827 0.676 0.600 0.552 0.517 0.460 0.423 0.345 0.307 0.265 0.240 0.216 83


84 1.991 1.628 1.332 1.021 0.835 0.683 0.607 0.558 0.523 0.465 0.428 0.350 0.311 0.268 0.243 0.219 84


85 2.003 1.640 1.342 1.030 0.843 0.690 0.613 0.564 0.529 0.471 0.433 0.354 0.315 0.272 0.247 0.223 85


86 2.015 1.651 1.352 1.039 0.851 0.697 0.620 0.571 0.535 0.476 0.438 0.359 0.319 0.276 0.250 0.226 86


87 2.028 1.662 1.362 1.048 0.859 0.704 0.627 0.577 0.541 0.482 0.444 0.364 0.324 0.280 0.254 0.229 87


88 2.040 1.673 1.373 1.057 0.867 0.711 0.633 0.583 0.547 0.487 0.449 0.368 0.328 0.283 0.257 0.232 88


89 2.052 1.685 1.383 1.066 0.875 0.718 0.640 0.590 0.553 0.493 0.454 0.373 0.332 0.287 0.261 0.236 89


90 2.065 1.696 1.394 1.075 0.883 0.726 0.647 0.596 0.560 0.499 0.460 0.378 0.337 0.291 0.265 0.239 90


91 2.077 1.708 1.404 1.084 0.892 0.733 0.654 0.603 0.566 0.505 0.465 0.383 0.341 0.295 0.269 0.243 91


92 2.090 1.720 1.415 1.094 0.900 0.741 0.661 0.609 0.572 0.511 0.471 0.388 0.346 0.299 0.272 0.246 92


93 2.102 1.731 1.426 1.103 0.908 0.748 0.668 0.616 0.579 0.517 0.477 0.393 0.350 0.304 0.276 0.250 93


94 2.115 1.743 1.437 1.113 0.917 0.756 0.675 0.623 0.585 0.523 0.482 0.398 0.355 0.308 0.280 0.254 94


95 2.128 1.755 1.448 1.122 0.926 0.763 0.682 0.630 0.592 0.529 0.488 0.403 0.360 0.312 0.284 0.257 95


96 2.141 1.767 1.459 1.132 0.934 0.771 0.689 0.637 0.599 0.535 0.494 0.408 0.365 0.316 0.288 0.261 96


97 2.154 1.779 1.470 1.142 0.943 0.779 0.697 0.644 0.605 0.541 0.500 0.413 0.369 0.321 0.292 0.265 97


98 2.167 1.791 1.481 1.152 0.952 0.787 0.704 0.651 0.612 0.548 0.506 0.418 0.374 0.325 0.297 0.269 98


99 2.180 1.804 1.492 1.162 0.961 0.795 0.712 0.658 0.619 0.554 0.512 0.424 0.379 0.330 0.301 0.273 99


100 2.193 1.816 1.504 1.172 0.970 0.803 0.719 0.665 0.626 0.561 0.518 0.429 0.384 0.334 0.305 0.277 100


101 2.199 1.822 1.509 1.176 0.974 0.807 0.723 0.669 0.629 0.563 0.521 0.432 0.387 0.337 0.307 0.279 101


102 2.205 1.827 1.514 1.181 0.978 0.811 0.726 0.672 0.632 0.566 0.524 0.434 0.389 0.339 0.309 0.281 102


103 2.211 1.833 1.519 1.185 0.983 0.814 0.730 0.675 0.636 0.569 0.527 0.437 0.391 0.341 0.311 0.282 103


104 2.217 1.838 1.524 1.190 0.987 0.818 0.733 0.679 0.639 0.572 0.530 0.439 0.394 0.343 0.313 0.284 104


105 2.223 1.844 1.530 1.195 0.991 0.822 0.737 0.682 0.642 0.576 0.533 0.442 0.396 0.345 0.315 0.286 105


106 2.229 1.850 1.535 1.199 0.995 0.826 0.741 0.685 0.645 0.579 0.536 0.444 0.398 0.347 0.317 0.288 106


107 2.235 1.855 1.540 1.204 1.000 0.830 0.744 0.689 0.649 0.582 0.538 0.447 0.401 0.349 0.319 0.290 107


108 2.241 1.861 1.545 1.209 1.004 0.834 0.748 0.692 0.652 0.585 0.541 0.450 0.403 0.352 0.321 0.292 108


109 2.247 1.867 1.551 1.214 1.008 0.837 0.751 0.696 0.655 0.588 0.544 0.452 0.406 0.354 0.323 0.294 109


110 2.253 1.873 1.556 1.218 1.012 0.841 0.755 0.699 0.659 0.591 0.547 0.455 0.408 0.356 0.325 0.296 110


111 2.260 1.878 1.561 1.223 1.017 0.845 0.759 0.703 0.662 0.594 0.550 0.457 0.411 0.358 0.328 0.298 111


112 2.266 1.884 1.567 1.228 1.021 0.849 0.762 0.706 0.665 0.597 0.553 0.460 0.413 0.361 0.330 0.300 112


113 2.272 1.890 1.572 1.233 1.025 0.853 0.766 0.710 0.669 0.600 0.556 0.463 0.416 0.363 0.332 0.302 113


114 2.278 1.896 1.578 1.237 1.030 0.857 0.770 0.713 0.672 0.604 0.559 0.465 0.418 0.365 0.334 0.304 114

0 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 Monument Creek at Pikeview.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

115 2.284 1.902 1.583 1.242 1.034 0.861 0.773 0.717 0.676 0.607 0.562 0.468 0.421 0.367 0.336 0.306 115


116 2.290 1.907 1.588 1.247 1.039 0.865 0.777 0.720 0.679 0.610 0.565 0.471 0.423 0.370 0.338 0.308 116


117 2.297 1.913 1.594 1.252 1.043 0.869 0.781 0.724 0.683 0.613 0.569 0.474 0.426 0.372 0.340 0.310 117


118 2.303 1.919 1.599 1.257 1.047 0.873 0.785 0.727 0.686 0.617 0.572 0.476 0.428 0.374 0.343 0.312 118


119 2.309 1.925 1.605 1.262 1.052 0.877 0.788 0.731 0.689 0.620 0.575 0.479 0.431 0.377 0.345 0.314 119


120 2.315 1.931 1.610 1.267 1.056 0.881 0.792 0.735 0.693 0.623 0.578 0.482 0.433 0.379 0.347 0.316 120


121 2.322 1.937 1.616 1.272 1.061 0.885 0.796 0.738 0.697 0.626 0.581 0.485 0.436 0.381 0.349 0.318 121


122 2.328 1.943 1.621 1.277 1.065 0.889 0.800 0.742 0.700 0.630 0.584 0.488 0.439 0.384 0.352 0.320 122


123 2.334 1.949 1.627 1.282 1.070 0.893 0.804 0.746 0.704 0.633 0.587 0.490 0.441 0.386 0.354 0.323 123


124 2.341 1.955 1.633 1.287 1.075 0.897 0.808 0.749 0.707 0.636 0.591 0.493 0.444 0.389 0.356 0.325 124


125 2.347 1.961 1.638 1.292 1.079 0.902 0.812 0.753 0.711 0.640 0.594 0.496 0.447 0.391 0.358 0.327 125


126 2.353 1.967 1.644 1.297 1.084 0.906 0.815 0.757 0.714 0.643 0.597 0.499 0.449 0.394 0.361 0.329 126


127 2.360 1.973 1.649 1.302 1.088 0.910 0.819 0.761 0.718 0.647 0.600 0.502 0.452 0.396 0.363 0.331 127


128 2.366 1.979 1.655 1.307 1.093 0.914 0.823 0.765 0.722 0.650 0.604 0.505 0.455 0.399 0.365 0.333 128


129 2.373 1.985 1.661 1.312 1.098 0.918 0.827 0.768 0.725 0.654 0.607 0.508 0.457 0.401 0.368 0.336 129


130 2.379 1.991 1.666 1.317 1.102 0.923 0.831 0.772 0.729 0.657 0.610 0.511 0.460 0.404 0.370 0.338 130


131 2.385 1.997 1.672 1.322 1.107 0.927 0.835 0.776 0.733 0.660 0.614 0.514 0.463 0.406 0.373 0.340 131


132 2.392 2.003 1.678 1.327 1.112 0.931 0.839 0.780 0.737 0.664 0.617 0.517 0.466 0.409 0.375 0.342 132


133 2.398 2.010 1.684 1.333 1.116 0.935 0.843 0.784 0.740 0.668 0.620 0.520 0.469 0.411 0.377 0.345 133


134 2.405 2.016 1.689 1.338 1.121 0.940 0.848 0.788 0.744 0.671 0.624 0.523 0.471 0.414 0.380 0.347 134


135 2.411 2.022 1.695 1.343 1.126 0.944 0.852 0.792 0.748 0.675 0.627 0.526 0.474 0.417 0.382 0.349 135


136 2.418 2.028 1.701 1.348 1.131 0.948 0.856 0.796 0.752 0.678 0.630 0.529 0.477 0.419 0.385 0.352 136


137 2.425 2.034 1.707 1.354 1.136 0.953 0.860 0.800 0.756 0.682 0.634 0.532 0.480 0.422 0.387 0.354 137


138 2.431 2.041 1.713 1.359 1.141 0.957 0.864 0.803 0.759 0.685 0.637 0.535 0.483 0.424 0.390 0.356 138


139 2.438 2.047 1.719 1.364 1.145 0.962 0.868 0.807 0.763 0.689 0.641 0.538 0.486 0.427 0.392 0.359 139


140 2.444 2.053 1.725 1.369 1.150 0.966 0.872 0.812 0.767 0.693 0.644 0.541 0.489 0.430 0.395 0.361 140


141 2.451 2.059 1.730 1.375 1.155 0.971 0.877 0.816 0.771 0.696 0.648 0.544 0.492 0.432 0.397 0.363 141


142 2.458 2.066 1.736 1.380 1.160 0.975 0.881 0.820 0.775 0.700 0.651 0.548 0.495 0.435 0.400 0.366 142


143 2.464 2.072 1.742 1.386 1.165 0.980 0.885 0.824 0.779 0.704 0.655 0.551 0.498 0.438 0.403 0.368 143


144 2.471 2.079 1.748 1.391 1.170 0.984 0.889 0.828 0.783 0.708 0.659 0.554 0.501 0.441 0.405 0.371 144


145 2.478 2.085 1.754 1.396 1.175 0.989 0.894 0.832 0.787 0.711 0.662 0.557 0.504 0.443 0.408 0.373 145


146 2.485 2.091 1.760 1.402 1.180 0.993 0.898 0.836 0.791 0.715 0.666 0.560 0.507 0.446 0.410 0.376 146


147 2.491 2.098 1.766 1.407 1.185 0.998 0.902 0.840 0.795 0.719 0.669 0.564 0.510 0.449 0.413 0.378 147


148 2.498 2.104 1.773 1.413 1.190 1.002 0.907 0.844 0.799 0.723 0.673 0.567 0.513 0.452 0.416 0.381 148


149 2.505 2.111 1.779 1.418 1.195 1.007 0.911 0.849 0.803 0.727 0.677 0.570 0.516 0.455 0.418 0.383 149


150 2.512 2.117 1.785 1.424 1.200 1.012 0.916 0.853 0.807 0.730 0.680 0.574 0.519 0.458 0.421 0.386 150


151 2.518 2.124 1.791 1.429 1.205 1.016 0.920 0.857 0.811 0.734 0.684 0.577 0.522 0.460 0.424 0.388 151


152 2.525 2.130 1.797 1.435 1.211 1.021 0.924 0.861 0.815 0.738 0.688 0.580 0.525 0.463 0.427 0.391 152


153 2.532 2.137 1.803 1.441 1.216 1.026 0.929 0.866 0.820 0.742 0.692 0.584 0.528 0.466 0.429 0.393 153


154 2.539 2.143 1.809 1.446 1.221 1.031 0.933 0.870 0.824 0.746 0.695 0.587 0.532 0.469 0.432 0.396 154


155 2.546 2.150 1.816 1.452 1.226 1.035 0.938 0.874 0.828 0.750 0.699 0.590 0.535 0.472 0.435 0.399 155


156 2.553 2.157 1.822 1.458 1.231 1.040 0.942 0.879 0.832 0.754 0.703 0.594 0.538 0.475 0.438 0.401 156


157 2.560 2.163 1.828 1.463 1.237 1.045 0.947 0.883 0.836 0.758 0.707 0.597 0.541 0.478 0.441 0.404 157


158 2.567 2.170 1.834 1.469 1.242 1.050 0.952 0.887 0.841 0.762 0.711 0.601 0.545 0.481 0.443 0.407 158


159 2.574 2.176 1.841 1.475 1.247 1.055 0.956 0.892 0.845 0.766 0.715 0.604 0.548 0.484 0.446 0.409 159


160 2.581 2.183 1.847 1.480 1.252 1.059 0.961 0.896 0.849 0.770 0.718 0.608 0.551 0.487 0.449 0.412 160


161 2.588 2.190 1.853 1.486 1.258 1.064 0.965 0.901 0.854 0.774 0.722 0.611 0.554 0.490 0.452 0.415 161


162 2.595 2.197 1.860 1.492 1.263 1.069 0.970 0.905 0.858 0.778 0.726 0.615 0.558 0.493 0.455 0.418 162


163 2.602 2.203 1.866 1.498 1.269 1.074 0.975 0.910 0.862 0.782 0.730 0.618 0.561 0.496 0.458 0.420 163


164 2.609 2.210 1.872 1.504 1.274 1.079 0.979 0.914 0.867 0.787 0.734 0.622 0.565 0.500 0.461 0.423 164


165 2.616 2.217 1.879 1.510 1.279 1.084 0.984 0.919 0.871 0.791 0.738 0.626 0.568 0.503 0.464 0.426 165


166 2.623 2.224 1.885 1.516 1.285 1.089 0.989 0.923 0.876 0.795 0.742 0.629 0.571 0.506 0.467 0.429 166


167 2.630 2.231 1.892 1.521 1.290 1.094 0.994 0.928 0.880 0.799 0.746 0.633 0.575 0.509 0.470 0.432 167


168 2.637 2.237 1.898 1.527 1.296 1.099 0.999 0.933 0.885 0.803 0.750 0.637 0.578 0.512 0.473 0.435 168


169 2.644 2.244 1.905 1.533 1.301 1.104 1.003 0.937 0.889 0.808 0.755 0.640 0.582 0.516 0.476 0.437 169


170 2.652 2.251 1.911 1.539 1.307 1.110 1.008 0.942 0.894 0.812 0.759 0.644 0.585 0.519 0.479 0.440 170


171 2.659 2.258 1.918 1.545 1.312 1.115 1.013 0.947 0.898 0.816 0.763 0.648 0.589 0.522 0.482 0.443 171

Supplemental Information 1 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR10, Monument Creek at Cottonwood Creek downstream to station 07104000 Monument Creek at Pikeview.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

172 2.666 2.265 1.924 1.551 1.318 1.120 1.018 0.951 0.903 0.821 0.767 0.652 0.592 0.525 0.485 0.446 172


173 2.673 2.272 1.931 1.557 1.324 1.125 1.023 0.956 0.907 0.825 0.771 0.655 0.596 0.529 0.488 0.449 173


174 2.681 2.279 1.938 1.564 1.329 1.130 1.028 0.961 0.912 0.829 0.775 0.659 0.600 0.532 0.492 0.452 174


175 2.688 2.286 1.944 1.570 1.335 1.135 1.033 0.966 0.917 0.834 0.780 0.663 0.603 0.535 0.495 0.455 175


176 2.695 2.293 1.951 1.576 1.341 1.141 1.038 0.971 0.921 0.838 0.784 0.667 0.607 0.539 0.498 0.458 176


177 2.702 2.300 1.958 1.582 1.346 1.146 1.043 0.975 0.926 0.843 0.788 0.671 0.610 0.542 0.501 0.461 177


178 2.710 2.307 1.964 1.588 1.352 1.151 1.048 0.980 0.931 0.847 0.792 0.675 0.614 0.545 0.504 0.464 178


179 2.717 2.314 1.971 1.594 1.358 1.157 1.053 0.985 0.935 0.852 0.797 0.679 0.618 0.549 0.508 0.467 179


180 2.725 2.321 1.978 1.601 1.364 1.162 1.058 0.990 0.940 0.856 0.801 0.683 0.622 0.552 0.511 0.471 180


181 2.732 2.328 1.985 1.607 1.370 1.167 1.063 0.995 0.945 0.861 0.805 0.687 0.625 0.556 0.514 0.474 181


182 2.739 2.336 1.992 1.613 1.375 1.173 1.068 1.000 0.950 0.865 0.810 0.691 0.629 0.559 0.518 0.477 182


183 2.747 2.343 1.998 1.619 1.381 1.178 1.073 1.005 0.955 0.870 0.814 0.695 0.633 0.563 0.521 0.480 183


184 2.754 2.350 2.005 1.626 1.387 1.184 1.079 1.010 0.960 0.874 0.819 0.699 0.637 0.566 0.524 0.483 184


185 2.762 2.357 2.012 1.632 1.393 1.189 1.084 1.015 0.964 0.879 0.823 0.703 0.640 0.570 0.528 0.486 185


186 2.769 2.364 2.019 1.638 1.399 1.195 1.089 1.020 0.969 0.884 0.828 0.707 0.644 0.574 0.531 0.490 186


187 2.777 2.372 2.026 1.645 1.405 1.200 1.094 1.025 0.974 0.888 0.832 0.711 0.648 0.577 0.535 0.493 187


188 2.784 2.379 2.033 1.651 1.411 1.206 1.100 1.030 0.979 0.893 0.837 0.715 0.652 0.581 0.538 0.496 188


189 2.792 2.386 2.040 1.658 1.417 1.211 1.105 1.035 0.984 0.898 0.841 0.719 0.656 0.584 0.542 0.500 189


190 2.799 2.394 2.047 1.664 1.423 1.217 1.110 1.040 0.989 0.903 0.846 0.723 0.660 0.588 0.545 0.503 190


191 2.807 2.401 2.054 1.671 1.429 1.222 1.116 1.046 0.994 0.908 0.851 0.728 0.664 0.592 0.549 0.506 191


192 2.815 2.408 2.061 1.677 1.435 1.228 1.121 1.051 0.999 0.912 0.855 0.732 0.668 0.596 0.552 0.510 192


193 2.822 2.416 2.068 1.684 1.441 1.234 1.126 1.056 1.005 0.917 0.860 0.736 0.672 0.599 0.556 0.513 193


194 2.830 2.423 2.075 1.690 1.447 1.239 1.132 1.061 1.010 0.922 0.865 0.740 0.676 0.603 0.559 0.516 194


195 2.838 2.431 2.082 1.697 1.454 1.245 1.137 1.067 1.015 0.927 0.869 0.745 0.680 0.607 0.563 0.520 195


196 2.845 2.438 2.089 1.704 1.460 1.251 1.143 1.072 1.020 0.932 0.874 0.749 0.684 0.611 0.567 0.523 196


197 2.853 2.446 2.097 1.710 1.466 1.257 1.148 1.077 1.025 0.937 0.879 0.753 0.688 0.615 0.570 0.527 197


198 2.861 2.453 2.104 1.717 1.472 1.262 1.154 1.083 1.030 0.942 0.884 0.758 0.693 0.618 0.574 0.530 198


199 2.869 2.461 2.111 1.724 1.479 1.268 1.159 1.088 1.036 0.947 0.888 0.762 0.697 0.622 0.578 0.534 199


200 2.876 2.468 2.118 1.730 1.485 1.274 1.165 1.094 1.041 0.952 0.893 0.766 0.701 0.626 0.581 0.537 200

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR11, station 07104000 Monument Creek at Pikeview downstream to Monument Creek at Northern Water Reclamation 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.131 0.100 0.076 0.054 0.041 0.032 0.027 0.024 0.022 0.019 0.017 0.013 0.011 0.009 0.008 0.007 1 

2 0.224 0.172 0.132 0.093 0.071 0.054 0.047 0.042 0.038 0.033 0.029 0.022 0.019 0.016 0.014 0.012 2 

3 0.385 0.296 0.227 0.160 0.122 0.094 0.080 0.072 0.066 0.057 0.051 0.039 0.033 0.027 0.024 0.021 3 

4 0.490 0.377 0.289 0.204 0.157 0.120 0.103 0.093 0.085 0.073 0.065 0.050 0.043 0.035 0.031 0.027 4 

5 0.624 0.480 0.369 0.261 0.201 0.154 0.133 0.119 0.109 0.094 0.084 0.065 0.056 0.046 0.040 0.035 5 

6 0.733 0.564 0.435 0.308 0.237 0.182 0.156 0.140 0.129 0.111 0.099 0.077 0.066 0.054 0.048 0.042 6 

7 0.861 0.664 0.511 0.362 0.279 0.215 0.185 0.166 0.152 0.131 0.117 0.090 0.078 0.064 0.056 0.049 7 

8 0.949 0.733 0.566 0.403 0.311 0.240 0.207 0.186 0.171 0.147 0.132 0.102 0.088 0.073 0.064 0.056 8 

9 1.046 0.810 0.627 0.448 0.347 0.269 0.231 0.208 0.192 0.165 0.148 0.115 0.099 0.082 0.072 0.064 9 

10 1.152 0.895 0.695 0.498 0.387 0.300 0.259 0.233 0.215 0.185 0.167 0.130 0.112 0.093 0.082 0.072 10 

11 1.226 0.954 0.743 0.533 0.415 0.323 0.279 0.251 0.232 0.200 0.181 0.141 0.121 0.101 0.089 0.079 11 

12 1.304 1.017 0.793 0.571 0.446 0.348 0.301 0.271 0.250 0.217 0.195 0.152 0.132 0.110 0.097 0.086 12 

13 1.386 1.084 0.848 0.612 0.479 0.374 0.324 0.293 0.270 0.234 0.211 0.165 0.143 0.119 0.106 0.093 13 

14 1.474 1.155 0.905 0.656 0.514 0.403 0.349 0.316 0.292 0.253 0.229 0.179 0.155 0.130 0.115 0.102 14 

15 1.568 1.232 0.967 0.703 0.552 0.434 0.377 0.341 0.315 0.274 0.248 0.194 0.169 0.141 0.126 0.111 15 

16 1.632 1.284 1.011 0.736 0.580 0.456 0.396 0.359 0.332 0.289 0.262 0.206 0.179 0.150 0.133 0.118 16 

17 1.699 1.339 1.056 0.772 0.608 0.480 0.417 0.378 0.350 0.305 0.276 0.218 0.190 0.159 0.142 0.126 17 

18 1.768 1.397 1.104 0.808 0.639 0.505 0.440 0.399 0.370 0.322 0.292 0.231 0.201 0.169 0.151 0.134 18 

19 1.840 1.457 1.153 0.847 0.670 0.531 0.463 0.420 0.390 0.340 0.309 0.244 0.213 0.179 0.160 0.142 19 

20 1.915 1.519 1.205 0.887 0.704 0.558 0.488 0.443 0.411 0.359 0.326 0.259 0.226 0.190 0.170 0.151 20 

21 1.970 1.565 1.243 0.917 0.728 0.578 0.505 0.459 0.426 0.373 0.339 0.269 0.235 0.198 0.177 0.158 21 

22 2.026 1.612 1.282 0.947 0.753 0.599 0.524 0.476 0.442 0.387 0.352 0.280 0.245 0.207 0.185 0.164 22 

23 2.084 1.660 1.322 0.978 0.779 0.620 0.543 0.494 0.459 0.402 0.366 0.291 0.255 0.215 0.193 0.172 23 

24 2.144 1.710 1.363 1.010 0.806 0.642 0.563 0.512 0.476 0.417 0.380 0.303 0.265 0.224 0.201 0.179 24 

25 2.205 1.761 1.406 1.044 0.833 0.665 0.583 0.531 0.494 0.433 0.395 0.315 0.276 0.234 0.210 0.187 25 

26 2.268 1.813 1.450 1.078 0.862 0.689 0.605 0.551 0.513 0.450 0.410 0.328 0.287 0.244 0.219 0.195 26 

27 2.333 1.868 1.495 1.114 0.892 0.714 0.627 0.571 0.532 0.467 0.426 0.341 0.299 0.254 0.228 0.203 27 

28 2.400 1.924 1.542 1.151 0.922 0.739 0.650 0.593 0.552 0.485 0.442 0.355 0.312 0.265 0.238 0.212 28 

29 2.468 1.981 1.590 1.189 0.954 0.766 0.673 0.615 0.573 0.503 0.460 0.369 0.324 0.276 0.248 0.221 29 

30 2.539 2.040 1.640 1.228 0.987 0.793 0.698 0.637 0.594 0.523 0.477 0.384 0.338 0.287 0.258 0.231 30 

31 2.590 2.083 1.676 1.257 1.011 0.813 0.716 0.654 0.610 0.537 0.490 0.395 0.347 0.296 0.266 0.238 31 

32 2.642 2.127 1.712 1.286 1.035 0.833 0.734 0.671 0.626 0.551 0.504 0.406 0.357 0.305 0.274 0.245 32 

33 2.695 2.172 1.750 1.316 1.060 0.854 0.753 0.688 0.642 0.566 0.517 0.417 0.368 0.313 0.282 0.253 33 

34 2.749 2.217 1.788 1.346 1.086 0.876 0.772 0.706 0.659 0.581 0.532 0.429 0.378 0.323 0.291 0.260 34 

35 2.804 2.264 1.828 1.377 1.112 0.898 0.792 0.725 0.676 0.597 0.546 0.441 0.389 0.332 0.299 0.268 35 

36 2.861 2.312 1.868 1.409 1.139 0.920 0.812 0.743 0.694 0.613 0.561 0.453 0.400 0.342 0.308 0.276 36 

37 2.918 2.360 1.909 1.442 1.166 0.943 0.833 0.763 0.712 0.629 0.576 0.466 0.412 0.352 0.317 0.285 37 

38 2.977 2.410 1.951 1.475 1.194 0.967 0.854 0.783 0.731 0.646 0.592 0.479 0.423 0.362 0.327 0.293 38 

39 3.036 2.460 1.993 1.509 1.223 0.991 0.876 0.803 0.750 0.663 0.608 0.493 0.436 0.373 0.337 0.302 39 

40 3.097 2.512 2.037 1.544 1.253 1.016 0.899 0.824 0.770 0.681 0.624 0.507 0.448 0.384 0.347 0.311 40 

41 3.143 2.551 2.070 1.571 1.275 1.035 0.916 0.840 0.785 0.695 0.637 0.517 0.458 0.392 0.355 0.319 41 

42 3.189 2.590 2.104 1.598 1.298 1.054 0.933 0.856 0.801 0.709 0.650 0.528 0.468 0.401 0.363 0.326 42 

43 3.235 2.630 2.138 1.625 1.321 1.074 0.951 0.873 0.817 0.723 0.664 0.540 0.478 0.410 0.371 0.333 43 

44 3.283 2.670 2.172 1.653 1.345 1.094 0.970 0.890 0.833 0.738 0.677 0.551 0.488 0.419 0.379 0.341 44 

45 3.331 2.711 2.207 1.682 1.369 1.115 0.988 0.907 0.849 0.753 0.691 0.563 0.499 0.429 0.388 0.349 45 

46 3.379 2.753 2.243 1.711 1.394 1.135 1.007 0.925 0.866 0.768 0.705 0.575 0.510 0.438 0.397 0.357 46 

47 3.429 2.796 2.279 1.740 1.419 1.157 1.026 0.943 0.883 0.784 0.720 0.587 0.521 0.448 0.406 0.365 47 

48 3.479 2.839 2.316 1.770 1.444 1.178 1.046 0.961 0.900 0.799 0.735 0.599 0.532 0.458 0.415 0.374 48 

49 3.530 2.882 2.353 1.800 1.470 1.200 1.066 0.980 0.918 0.816 0.750 0.612 0.544 0.468 0.424 0.382 49 

50 3.582 2.927 2.391 1.831 1.496 1.223 1.087 0.999 0.936 0.832 0.765 0.625 0.555 0.479 0.434 0.391 50 

51 3.609 2.951 2.413 1.849 1.512 1.236 1.099 1.011 0.947 0.842 0.774 0.633 0.563 0.485 0.440 0.397 51 

52 3.637 2.976 2.434 1.867 1.527 1.249 1.111 1.022 0.958 0.852 0.784 0.641 0.570 0.492 0.446 0.402 52 

53 3.665 3.000 2.456 1.885 1.543 1.263 1.123 1.034 0.969 0.862 0.793 0.649 0.578 0.498 0.452 0.408 53 

54 3.694 3.025 2.478 1.903 1.559 1.277 1.136 1.046 0.980 0.872 0.803 0.658 0.585 0.505 0.458 0.414 54 

55 3.723 3.051 2.500 1.921 1.575 1.290 1.148 1.057 0.992 0.883 0.813 0.666 0.593 0.512 0.465 0.420 55 

56 3.751 3.076 2.522 1.940 1.591 1.304 1.161 1.069 1.003 0.893 0.823 0.674 0.601 0.519 0.471 0.425 56 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR11, station 07104000 Monument Creek at Pikeview downstream to Monument Creek at Northern Water Reclamation 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 3.781 3.102 2.545 1.959 1.607 1.318 1.174 1.082 1.015 0.904 0.833 0.683 0.608 0.526 0.478 0.431 57


58 3.810 3.127 2.567 1.978 1.623 1.333 1.187 1.094 1.027 0.915 0.843 0.692 0.616 0.533 0.484 0.437 58


59 3.839 3.154 2.590 1.997 1.640 1.347 1.201 1.106 1.038 0.926 0.853 0.701 0.624 0.540 0.491 0.444 59


60 3.869 3.180 2.613 2.016 1.657 1.362 1.214 1.119 1.051 0.937 0.863 0.709 0.633 0.547 0.498 0.450 60


61 3.899 3.206 2.636 2.036 1.674 1.376 1.227 1.132 1.063 0.948 0.874 0.719 0.641 0.555 0.504 0.456 61


62 3.929 3.233 2.660 2.055 1.691 1.391 1.241 1.145 1.075 0.959 0.884 0.728 0.649 0.562 0.511 0.463 62


63 3.960 3.260 2.684 2.075 1.708 1.406 1.255 1.158 1.087 0.970 0.895 0.737 0.658 0.570 0.518 0.469 63


64 3.991 3.287 2.707 2.095 1.726 1.422 1.269 1.171 1.100 0.982 0.906 0.746 0.666 0.577 0.526 0.476 64


65 4.022 3.314 2.732 2.115 1.743 1.437 1.283 1.184 1.113 0.994 0.917 0.756 0.675 0.585 0.533 0.482 65


66 4.053 3.342 2.756 2.136 1.761 1.452 1.297 1.198 1.126 1.006 0.928 0.765 0.684 0.593 0.540 0.489 66


67 4.084 3.370 2.780 2.156 1.779 1.468 1.312 1.211 1.139 1.018 0.939 0.775 0.693 0.601 0.548 0.496 67


68 4.116 3.398 2.805 2.177 1.798 1.484 1.327 1.225 1.152 1.030 0.951 0.785 0.702 0.609 0.555 0.503 68


69 4.148 3.426 2.830 2.198 1.816 1.500 1.341 1.239 1.165 1.042 0.962 0.795 0.711 0.618 0.563 0.510 69


70 4.180 3.455 2.855 2.220 1.835 1.516 1.356 1.253 1.179 1.054 0.974 0.805 0.720 0.626 0.571 0.517 70


71 4.212 3.484 2.881 2.241 1.853 1.533 1.371 1.267 1.192 1.067 0.986 0.815 0.730 0.634 0.578 0.525 71


72 4.245 3.513 2.906 2.263 1.872 1.549 1.387 1.282 1.206 1.080 0.998 0.826 0.739 0.643 0.586 0.532 72


73 4.278 3.542 2.932 2.285 1.891 1.566 1.402 1.297 1.220 1.092 1.010 0.836 0.749 0.652 0.594 0.539 73


74 4.311 3.571 2.958 2.307 1.911 1.583 1.418 1.311 1.234 1.105 1.022 0.847 0.759 0.660 0.603 0.547 74


75 4.344 3.601 2.985 2.329 1.930 1.600 1.434 1.326 1.248 1.119 1.035 0.858 0.769 0.669 0.611 0.555 75


76 4.378 3.631 3.011 2.351 1.950 1.617 1.450 1.341 1.263 1.132 1.047 0.869 0.779 0.678 0.619 0.563 76


77 4.412 3.661 3.038 2.374 1.970 1.635 1.466 1.357 1.278 1.145 1.060 0.880 0.789 0.687 0.628 0.570 77


78 4.446 3.692 3.065 2.397 1.990 1.653 1.482 1.372 1.292 1.159 1.073 0.891 0.799 0.697 0.637 0.578 78


79 4.481 3.723 3.092 2.420 2.011 1.670 1.499 1.388 1.307 1.173 1.086 0.902 0.809 0.706 0.645 0.587 79


80 4.516 3.754 3.120 2.444 2.031 1.688 1.515 1.404 1.322 1.187 1.099 0.914 0.820 0.716 0.654 0.595 80


81 4.551 3.785 3.148 2.467 2.052 1.707 1.532 1.419 1.338 1.201 1.113 0.925 0.831 0.725 0.663 0.603 81


82 4.586 3.816 3.176 2.491 2.073 1.725 1.549 1.436 1.353 1.215 1.126 0.937 0.842 0.735 0.672 0.612 82


83 4.621 3.848 3.204 2.515 2.094 1.744 1.567 1.452 1.369 1.230 1.140 0.949 0.853 0.745 0.682 0.620 83


84 4.657 3.880 3.233 2.539 2.116 1.763 1.584 1.469 1.385 1.244 1.154 0.961 0.864 0.755 0.691 0.629 84


85 4.693 3.912 3.261 2.564 2.137 1.782 1.602 1.485 1.401 1.259 1.168 0.973 0.875 0.765 0.700 0.638 85


86 4.730 3.945 3.290 2.589 2.159 1.801 1.620 1.502 1.417 1.274 1.182 0.986 0.886 0.776 0.710 0.647 86


87 4.766 3.978 3.320 2.614 2.181 1.820 1.638 1.519 1.433 1.289 1.196 0.998 0.898 0.786 0.720 0.656 87


88 4.803 4.011 3.349 2.639 2.204 1.840 1.656 1.537 1.450 1.305 1.211 1.011 0.910 0.797 0.730 0.665 88


89 4.841 4.044 3.379 2.665 2.226 1.860 1.674 1.554 1.467 1.320 1.225 1.024 0.922 0.807 0.740 0.675 89


90 4.878 4.078 3.409 2.690 2.249 1.880 1.693 1.572 1.484 1.336 1.240 1.037 0.934 0.818 0.750 0.684 90


91 4.916 4.112 3.440 2.716 2.272 1.901 1.712 1.590 1.501 1.352 1.255 1.050 0.946 0.829 0.760 0.694 91


92 4.954 4.146 3.470 2.743 2.295 1.921 1.731 1.608 1.518 1.368 1.271 1.063 0.958 0.840 0.771 0.703 92


93 4.993 4.181 3.501 2.769 2.319 1.942 1.750 1.626 1.536 1.384 1.286 1.077 0.971 0.852 0.781 0.713 93


94 5.031 4.216 3.532 2.796 2.343 1.963 1.770 1.645 1.554 1.401 1.302 1.091 0.984 0.863 0.792 0.723 94


95 5.070 4.251 3.564 2.823 2.367 1.984 1.790 1.663 1.572 1.418 1.318 1.105 0.996 0.875 0.803 0.734 95


96 5.110 4.286 3.595 2.850 2.391 2.006 1.810 1.682 1.590 1.435 1.334 1.119 1.009 0.887 0.814 0.744 96


97 5.149 4.322 3.627 2.878 2.415 2.027 1.830 1.701 1.608 1.452 1.350 1.133 1.023 0.899 0.825 0.754 97


98 5.189 4.358 3.660 2.905 2.440 2.049 1.850 1.721 1.627 1.469 1.366 1.147 1.036 0.911 0.837 0.765 98


99 5.229 4.394 3.692 2.934 2.465 2.071 1.871 1.740 1.646 1.486 1.383 1.162 1.049 0.923 0.848 0.776 99


100 5.270 4.431 3.725 2.962 2.490 2.094 1.892 1.760 1.665 1.504 1.400 1.177 1.063 0.936 0.860 0.787 100


101 5.285 4.445 3.739 2.974 2.501 2.104 1.901 1.769 1.673 1.512 1.407 1.184 1.070 0.941 0.866 0.792 101


102 5.301 4.460 3.752 2.986 2.512 2.114 1.910 1.778 1.682 1.520 1.415 1.191 1.076 0.947 0.871 0.797 102


103 5.317 4.474 3.766 2.998 2.523 2.124 1.920 1.787 1.691 1.528 1.423 1.197 1.083 0.953 0.877 0.802 103


104 5.332 4.489 3.779 3.010 2.534 2.134 1.929 1.796 1.699 1.537 1.431 1.204 1.089 0.959 0.882 0.808 104


105 5.348 4.504 3.793 3.022 2.545 2.144 1.939 1.805 1.708 1.545 1.439 1.212 1.096 0.965 0.888 0.813 105


106 5.363 4.518 3.807 3.035 2.557 2.154 1.948 1.814 1.717 1.553 1.447 1.219 1.102 0.972 0.894 0.818 106


107 5.379 4.533 3.820 3.047 2.568 2.164 1.958 1.824 1.726 1.562 1.455 1.226 1.109 0.978 0.900 0.824 107


108 5.395 4.548 3.834 3.059 2.579 2.174 1.968 1.833 1.735 1.570 1.463 1.233 1.116 0.984 0.905 0.829 108


109 5.411 4.563 3.848 3.072 2.590 2.185 1.977 1.842 1.744 1.578 1.471 1.240 1.122 0.990 0.911 0.835 109


110 5.427 4.578 3.862 3.084 2.602 2.195 1.987 1.852 1.753 1.587 1.479 1.247 1.129 0.996 0.917 0.840 110


111 5.443 4.593 3.876 3.097 2.613 2.205 1.997 1.861 1.762 1.595 1.487 1.255 1.136 1.002 0.923 0.846 111


112 5.459 4.608 3.890 3.109 2.625 2.216 2.007 1.870 1.771 1.604 1.495 1.262 1.143 1.009 0.929 0.852 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR11, station 07104000 Monument Creek at Pikeview downstream to Monument Creek at Northern Water Reclamation 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 5.475 4.623 3.904 3.122 2.636 2.226 2.016 1.880 1.780 1.613 1.503 1.269 1.150 1.015 0.935 0.857 113


114 5.491 4.638 3.918 3.134 2.648 2.237 2.026 1.889 1.789 1.621 1.512 1.277 1.157 1.022 0.941 0.863 114


115 5.507 4.653 3.932 3.147 2.659 2.247 2.036 1.899 1.799 1.630 1.520 1.284 1.164 1.028 0.947 0.869 115


116 5.523 4.668 3.946 3.160 2.671 2.258 2.046 1.909 1.808 1.639 1.528 1.292 1.171 1.034 0.953 0.874 116


117 5.539 4.684 3.960 3.173 2.683 2.269 2.057 1.918 1.817 1.648 1.537 1.299 1.178 1.041 0.960 0.880 117


118 5.555 4.699 3.975 3.186 2.695 2.279 2.067 1.928 1.827 1.656 1.545 1.307 1.185 1.048 0.966 0.886 118


119 5.572 4.714 3.989 3.199 2.706 2.290 2.077 1.938 1.836 1.665 1.554 1.315 1.192 1.054 0.972 0.892 119


120 5.588 4.730 4.003 3.211 2.718 2.301 2.087 1.948 1.846 1.674 1.562 1.322 1.199 1.061 0.978 0.898 120


121 5.604 4.745 4.018 3.224 2.730 2.312 2.097 1.957 1.855 1.683 1.571 1.330 1.207 1.067 0.985 0.904 121


122 5.621 4.761 4.032 3.238 2.742 2.323 2.108 1.967 1.865 1.692 1.580 1.338 1.214 1.074 0.991 0.910 122


123 5.637 4.776 4.047 3.251 2.754 2.334 2.118 1.977 1.875 1.701 1.588 1.346 1.221 1.081 0.997 0.916 123


124 5.654 4.792 4.061 3.264 2.766 2.345 2.128 1.987 1.884 1.710 1.597 1.354 1.229 1.088 1.004 0.922 124


125 5.670 4.808 4.076 3.277 2.778 2.356 2.139 1.997 1.894 1.720 1.606 1.361 1.236 1.095 1.010 0.928 125


126 5.687 4.823 4.091 3.290 2.791 2.367 2.149 2.007 1.904 1.729 1.615 1.369 1.244 1.101 1.017 0.934 126


127 5.704 4.839 4.106 3.304 2.803 2.378 2.160 2.018 1.914 1.738 1.624 1.377 1.251 1.108 1.023 0.940 127


128 5.720 4.855 4.120 3.317 2.815 2.389 2.171 2.028 1.924 1.748 1.632 1.385 1.259 1.115 1.030 0.947 128


129 5.737 4.871 4.135 3.331 2.828 2.401 2.181 2.038 1.933 1.757 1.641 1.394 1.266 1.122 1.037 0.953 129


130 5.754 4.887 4.150 3.344 2.840 2.412 2.192 2.048 1.943 1.766 1.651 1.402 1.274 1.129 1.043 0.959 130


131 5.771 4.903 4.165 3.358 2.852 2.423 2.203 2.059 1.954 1.776 1.660 1.410 1.282 1.137 1.050 0.966 131


132 5.788 4.919 4.180 3.371 2.865 2.435 2.214 2.069 1.964 1.785 1.669 1.418 1.289 1.144 1.057 0.972 132


133 5.805 4.935 4.195 3.385 2.878 2.446 2.225 2.080 1.974 1.795 1.678 1.426 1.297 1.151 1.064 0.978 133


134 5.822 4.951 4.210 3.399 2.890 2.458 2.236 2.090 1.984 1.805 1.687 1.435 1.305 1.158 1.071 0.985 134


135 5.839 4.967 4.226 3.412 2.903 2.470 2.247 2.101 1.994 1.814 1.697 1.443 1.313 1.166 1.077 0.991 135


136 5.856 4.983 4.241 3.426 2.916 2.481 2.258 2.111 2.005 1.824 1.706 1.452 1.321 1.173 1.084 0.998 136


137 5.873 5.000 4.256 3.440 2.928 2.493 2.269 2.122 2.015 1.834 1.715 1.460 1.329 1.180 1.091 1.005 137


138 5.890 5.016 4.271 3.454 2.941 2.505 2.280 2.133 2.025 1.844 1.725 1.469 1.337 1.188 1.098 1.011 138


139 5.908 5.032 4.287 3.468 2.954 2.517 2.291 2.144 2.036 1.854 1.734 1.477 1.345 1.195 1.106 1.018 139


140 5.925 5.049 4.302 3.482 2.967 2.528 2.303 2.155 2.046 1.864 1.744 1.486 1.353 1.203 1.113 1.025 140


141 5.942 5.065 4.318 3.496 2.980 2.540 2.314 2.166 2.057 1.874 1.753 1.495 1.361 1.210 1.120 1.032 141


142 5.960 5.082 4.333 3.510 2.993 2.552 2.325 2.176 2.068 1.884 1.763 1.503 1.370 1.218 1.127 1.038 142


143 5.977 5.099 4.349 3.525 3.006 2.565 2.337 2.188 2.078 1.894 1.773 1.512 1.378 1.226 1.134 1.045 143


144 5.995 5.115 4.365 3.539 3.020 2.577 2.348 2.199 2.089 1.904 1.783 1.521 1.386 1.233 1.142 1.052 144


145 6.012 5.132 4.381 3.553 3.033 2.589 2.360 2.210 2.100 1.914 1.792 1.530 1.395 1.241 1.149 1.059 145


146 6.030 5.149 4.396 3.568 3.046 2.601 2.371 2.221 2.111 1.924 1.802 1.539 1.403 1.249 1.157 1.066 146


147 6.048 5.166 4.412 3.582 3.060 2.613 2.383 2.232 2.122 1.935 1.812 1.548 1.412 1.257 1.164 1.073 147


148 6.065 5.183 4.428 3.597 3.073 2.626 2.395 2.243 2.133 1.945 1.822 1.557 1.420 1.265 1.172 1.081 148


149 6.083 5.199 4.444 3.611 3.087 2.638 2.407 2.255 2.144 1.956 1.832 1.566 1.429 1.273 1.179 1.088 149


150 6.101 5.216 4.460 3.626 3.100 2.651 2.419 2.266 2.155 1.966 1.842 1.575 1.437 1.281 1.187 1.095 150


151 6.119 5.234 4.476 3.641 3.114 2.663 2.430 2.278 2.166 1.977 1.853 1.584 1.446 1.289 1.194 1.102 151


152 6.137 5.251 4.492 3.655 3.127 2.676 2.442 2.289 2.177 1.987 1.863 1.594 1.455 1.297 1.202 1.109 152


153 6.155 5.268 4.509 3.670 3.141 2.688 2.454 2.301 2.188 1.998 1.873 1.603 1.464 1.305 1.210 1.117 153


154 6.173 5.285 4.525 3.685 3.155 2.701 2.467 2.313 2.200 2.009 1.883 1.612 1.472 1.313 1.218 1.124 154


155 6.191 5.302 4.541 3.700 3.169 2.714 2.479 2.324 2.211 2.020 1.894 1.622 1.481 1.321 1.226 1.132 155


156 6.209 5.320 4.558 3.715 3.183 2.727 2.491 2.336 2.223 2.030 1.904 1.631 1.490 1.330 1.234 1.139 156


157 6.227 5.337 4.574 3.730 3.197 2.740 2.503 2.348 2.234 2.041 1.915 1.641 1.499 1.338 1.242 1.147 157


158 6.246 5.355 4.590 3.745 3.211 2.753 2.516 2.360 2.246 2.052 1.925 1.650 1.508 1.347 1.250 1.154 158


159 6.264 5.372 4.607 3.760 3.225 2.766 2.528 2.372 2.257 2.063 1.936 1.660 1.517 1.355 1.258 1.162 159


160 6.282 5.390 4.624 3.776 3.239 2.779 2.540 2.384 2.269 2.074 1.946 1.670 1.527 1.364 1.266 1.170 160


161 6.301 5.407 4.640 3.791 3.253 2.792 2.553 2.396 2.281 2.086 1.957 1.680 1.536 1.372 1.274 1.178 161


162 6.319 5.425 4.657 3.806 3.267 2.805 2.565 2.408 2.293 2.097 1.968 1.689 1.545 1.381 1.282 1.185 162


163 6.338 5.443 4.674 3.822 3.282 2.818 2.578 2.420 2.304 2.108 1.979 1.699 1.555 1.389 1.290 1.193 163


164 6.356 5.460 4.691 3.837 3.296 2.832 2.591 2.432 2.316 2.119 1.990 1.709 1.564 1.398 1.299 1.201 164


165 6.375 5.478 4.708 3.853 3.311 2.845 2.604 2.445 2.328 2.131 2.001 1.719 1.573 1.407 1.307 1.209 165


166 6.394 5.496 4.725 3.868 3.325 2.858 2.616 2.457 2.340 2.142 2.012 1.729 1.583 1.416 1.316 1.217 166


167 6.413 5.514 4.742 3.884 3.340 2.872 2.629 2.470 2.352 2.154 2.023 1.739 1.592 1.425 1.324 1.225 167


168 6.431 5.532 4.759 3.900 3.354 2.886 2.642 2.482 2.365 2.165 2.034 1.750 1.602 1.434 1.333 1.233 168

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR11, station 07104000 Monument Creek at Pikeview downstream to Monument Creek at Northern Water Reclamation 

facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 6.450 5.550 4.776 3.915 3.369 2.899 2.655 2.495 2.377 2.177 2.045 1.760 1.612 1.443 1.341 1.241 169


170 6.469 5.568 4.793 3.931 3.384 2.913 2.668 2.507 2.389 2.189 2.056 1.770 1.622 1.452 1.350 1.250 170


171 6.488 5.587 4.810 3.947 3.399 2.927 2.681 2.520 2.402 2.200 2.068 1.781 1.631 1.461 1.359 1.258 171


172 6.507 5.605 4.828 3.963 3.414 2.940 2.695 2.533 2.414 2.212 2.079 1.791 1.641 1.470 1.367 1.266 172


173 6.526 5.623 4.845 3.979 3.429 2.954 2.708 2.546 2.426 2.224 2.091 1.801 1.651 1.480 1.376 1.275 173


174 6.545 5.642 4.863 3.995 3.444 2.968 2.721 2.558 2.439 2.236 2.102 1.812 1.661 1.489 1.385 1.283 174


175 6.565 5.660 4.880 4.012 3.459 2.982 2.735 2.571 2.452 2.248 2.114 1.823 1.671 1.498 1.394 1.292 175


176 6.584 5.679 4.898 4.028 3.474 2.997 2.748 2.584 2.464 2.260 2.125 1.833 1.681 1.508 1.403 1.300 176


177 6.603 5.697 4.916 4.044 3.489 3.011 2.762 2.598 2.477 2.272 2.137 1.844 1.691 1.517 1.412 1.309 177


178 6.623 5.716 4.933 4.061 3.505 3.025 2.775 2.611 2.490 2.284 2.149 1.855 1.702 1.527 1.421 1.318 178


179 6.642 5.735 4.951 4.077 3.520 3.039 2.789 2.624 2.503 2.297 2.161 1.866 1.712 1.536 1.431 1.326 179


180 6.661 5.753 4.969 4.094 3.536 3.054 2.803 2.637 2.516 2.309 2.173 1.876 1.722 1.546 1.440 1.335 180


181 6.681 5.772 4.987 4.110 3.551 3.068 2.816 2.651 2.529 2.321 2.185 1.887 1.733 1.556 1.449 1.344 181


182 6.701 5.791 5.005 4.127 3.567 3.083 2.830 2.664 2.542 2.334 2.197 1.899 1.743 1.566 1.458 1.353 182


183 6.720 5.810 5.023 4.144 3.582 3.097 2.844 2.678 2.555 2.346 2.209 1.910 1.754 1.575 1.468 1.362 183


184 6.740 5.829 5.041 4.160 3.598 3.112 2.858 2.691 2.568 2.359 2.221 1.921 1.764 1.585 1.477 1.371 184


185 6.760 5.848 5.059 4.177 3.614 3.126 2.872 2.705 2.581 2.372 2.233 1.932 1.775 1.595 1.487 1.380 185


186 6.780 5.867 5.077 4.194 3.630 3.141 2.887 2.718 2.595 2.384 2.246 1.943 1.786 1.605 1.496 1.389 186


187 6.799 5.886 5.096 4.211 3.646 3.156 2.901 2.732 2.608 2.397 2.258 1.955 1.797 1.615 1.506 1.398 187


188 6.819 5.906 5.114 4.228 3.662 3.171 2.915 2.746 2.622 2.410 2.270 1.966 1.807 1.626 1.516 1.408 188


189 6.839 5.925 5.133 4.245 3.678 3.186 2.929 2.760 2.635 2.423 2.283 1.978 1.818 1.636 1.526 1.417 189


190 6.859 5.944 5.151 4.263 3.694 3.201 2.944 2.774 2.649 2.436 2.295 1.989 1.829 1.646 1.536 1.426 190


191 6.880 5.964 5.170 4.280 3.710 3.216 2.958 2.788 2.663 2.449 2.308 2.001 1.840 1.657 1.545 1.436 191


192 6.900 5.983 5.188 4.297 3.726 3.231 2.973 2.802 2.676 2.462 2.321 2.013 1.852 1.667 1.555 1.445 192


193 6.920 6.003 5.207 4.315 3.743 3.247 2.988 2.816 2.690 2.476 2.334 2.024 1.863 1.677 1.565 1.455 193


194 6.940 6.022 5.226 4.332 3.759 3.262 3.002 2.831 2.704 2.489 2.347 2.036 1.874 1.688 1.576 1.465 194


195 6.961 6.042 5.245 4.350 3.776 3.277 3.017 2.845 2.718 2.502 2.359 2.048 1.885 1.699 1.586 1.474 195


196 6.981 6.062 5.264 4.367 3.792 3.293 3.032 2.859 2.732 2.516 2.372 2.060 1.897 1.709 1.596 1.484 196


197 7.001 6.082 5.283 4.385 3.809 3.309 3.047 2.874 2.746 2.529 2.386 2.072 1.908 1.720 1.606 1.494 197


198 7.022 6.102 5.302 4.403 3.826 3.324 3.062 2.888 2.761 2.543 2.399 2.084 1.920 1.731 1.617 1.504 198


199 7.043 6.121 5.321 4.421 3.842 3.340 3.077 2.903 2.775 2.556 2.412 2.096 1.931 1.742 1.627 1.514 199


200 7.063 6.141 5.340 4.439 3.859 3.356 3.092 2.918 2.789 2.570 2.425 2.109 1.943 1.753 1.638 1.524 200

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56

Street at Colorado Springs.—Continued 

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR12, Monument Creek at Northern Water Reclamation facility downstream to station 07104905 Monument Creek at Bijou 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.251 0.180 0.130 0.084 0.060 0.043 0.036 0.031 0.028 0.023 0.020 0.014 0.012 0.009 0.008 0.007 1 

0.403 0.292 0.212 0.138 0.100 0.073 0.060 0.053 0.047 0.039 0.034 0.025 0.021 0.016 0.014 0.012 2 

0.647 0.474 0.346 0.229 0.168 0.123 0.102 0.090 0.081 0.067 0.059 0.043 0.036 0.029 0.025 0.021 3 

0.802 0.589 0.433 0.288 0.212 0.156 0.130 0.114 0.104 0.086 0.076 0.056 0.047 0.037 0.032 0.027 4 

0.993 0.733 0.541 0.362 0.268 0.198 0.165 0.146 0.132 0.111 0.098 0.072 0.060 0.048 0.042 0.036 5 

1.115 0.828 0.615 0.415 0.308 0.229 0.193 0.170 0.155 0.130 0.115 0.085 0.072 0.058 0.050 0.043 6 

1.252 0.936 0.699 0.476 0.356 0.266 0.224 0.199 0.181 0.153 0.135 0.101 0.085 0.069 0.060 0.051 7 

1.337 1.006 0.756 0.519 0.390 0.293 0.248 0.221 0.201 0.170 0.151 0.114 0.096 0.078 0.068 0.059 8 

1.428 1.081 0.818 0.566 0.428 0.324 0.275 0.245 0.224 0.190 0.170 0.128 0.109 0.089 0.078 0.067 9 

1.525 1.161 0.884 0.617 0.470 0.358 0.305 0.272 0.250 0.213 0.190 0.145 0.123 0.101 0.088 0.077 10 

1.597 1.221 0.933 0.655 0.500 0.383 0.327 0.293 0.268 0.229 0.205 0.157 0.134 0.110 0.097 0.084 11 

1.671 1.283 0.985 0.695 0.533 0.409 0.351 0.314 0.289 0.247 0.222 0.170 0.146 0.120 0.105 0.092 12 

1.750 1.349 1.040 0.737 0.568 0.438 0.376 0.338 0.310 0.267 0.239 0.184 0.158 0.131 0.115 0.101 13 

1.832 1.418 1.097 0.782 0.605 0.468 0.403 0.363 0.334 0.287 0.258 0.200 0.172 0.143 0.126 0.110 14 

1.918 1.491 1.158 0.830 0.645 0.501 0.433 0.389 0.359 0.310 0.279 0.217 0.187 0.155 0.138 0.121 15 

1.981 1.544 1.203 0.865 0.674 0.525 0.454 0.409 0.378 0.327 0.294 0.229 0.198 0.165 0.146 0.129 16 

2.046 1.599 1.249 0.902 0.705 0.551 0.477 0.430 0.398 0.344 0.311 0.243 0.210 0.175 0.155 0.137 17 

2.113 1.656 1.298 0.940 0.737 0.577 0.501 0.452 0.418 0.363 0.328 0.257 0.223 0.186 0.165 0.146 18 

2.183 1.715 1.348 0.980 0.770 0.605 0.526 0.476 0.440 0.382 0.346 0.272 0.236 0.198 0.176 0.155 19 

2.254 1.776 1.400 1.022 0.805 0.635 0.552 0.500 0.463 0.403 0.365 0.288 0.250 0.210 0.187 0.165 20 

2.305 1.820 1.437 1.052 0.830 0.656 0.571 0.518 0.480 0.418 0.379 0.299 0.261 0.219 0.195 0.173 21 

2.357 1.865 1.475 1.082 0.856 0.677 0.591 0.536 0.497 0.433 0.393 0.311 0.271 0.228 0.204 0.181 22 

2.410 1.910 1.514 1.114 0.883 0.700 0.611 0.555 0.515 0.449 0.408 0.324 0.282 0.238 0.213 0.189 23 

2.464 1.957 1.554 1.146 0.911 0.723 0.632 0.574 0.533 0.466 0.424 0.337 0.294 0.248 0.222 0.197 24 

2.519 2.005 1.596 1.180 0.939 0.747 0.654 0.595 0.553 0.483 0.440 0.350 0.306 0.259 0.232 0.206 25 

2.576 2.054 1.638 1.214 0.968 0.772 0.676 0.616 0.572 0.501 0.456 0.364 0.319 0.270 0.242 0.215 26 

2.634 2.104 1.681 1.250 0.999 0.798 0.700 0.637 0.593 0.520 0.474 0.379 0.332 0.281 0.252 0.225 27 

2.693 2.156 1.726 1.286 1.030 0.824 0.724 0.660 0.614 0.539 0.492 0.394 0.346 0.293 0.263 0.235 28 

2.754 2.209 1.772 1.324 1.062 0.852 0.749 0.683 0.636 0.559 0.511 0.410 0.360 0.306 0.275 0.245 29 

2.816 2.263 1.819 1.362 1.095 0.880 0.775 0.707 0.659 0.580 0.530 0.426 0.375 0.319 0.287 0.256 30 

2.858 2.301 1.852 1.390 1.119 0.900 0.793 0.725 0.676 0.595 0.544 0.438 0.386 0.329 0.296 0.264 31 

2.902 2.339 1.885 1.418 1.143 0.921 0.812 0.743 0.693 0.611 0.558 0.450 0.397 0.338 0.305 0.273 32 

2.946 2.378 1.919 1.446 1.167 0.942 0.831 0.761 0.710 0.626 0.573 0.463 0.408 0.349 0.314 0.281 33 

2.990 2.417 1.954 1.475 1.193 0.964 0.851 0.779 0.728 0.643 0.588 0.476 0.420 0.359 0.324 0.290 34 

3.036 2.458 1.990 1.505 1.218 0.986 0.872 0.798 0.746 0.659 0.604 0.489 0.432 0.370 0.334 0.299 35 

3.082 2.499 2.026 1.535 1.245 1.009 0.893 0.818 0.765 0.676 0.620 0.503 0.445 0.381 0.344 0.309 36 

3.128 2.540 2.062 1.566 1.271 1.032 0.914 0.838 0.784 0.694 0.636 0.517 0.457 0.392 0.355 0.318 37 

3.176 2.582 2.100 1.597 1.299 1.056 0.936 0.859 0.803 0.712 0.653 0.531 0.471 0.404 0.365 0.329 38 

3.224 2.625 2.138 1.629 1.327 1.080 0.958 0.880 0.823 0.730 0.671 0.546 0.484 0.416 0.377 0.339 39 

3.273 2.669 2.177 1.662 1.355 1.105 0.981 0.901 0.844 0.749 0.688 0.561 0.498 0.429 0.388 0.350 40 

3.308 2.701 2.205 1.687 1.377 1.124 0.999 0.918 0.860 0.764 0.702 0.573 0.509 0.439 0.397 0.358 41 

3.344 2.733 2.234 1.712 1.399 1.144 1.017 0.935 0.876 0.779 0.716 0.586 0.521 0.449 0.407 0.367 42 

3.380 2.766 2.264 1.737 1.422 1.164 1.035 0.953 0.893 0.794 0.731 0.598 0.532 0.459 0.417 0.376 43 

3.416 2.799 2.294 1.763 1.445 1.184 1.054 0.970 0.910 0.810 0.746 0.611 0.544 0.470 0.426 0.385 44 

3.453 2.833 2.324 1.789 1.468 1.205 1.073 0.988 0.927 0.826 0.761 0.624 0.556 0.481 0.437 0.394 45 

3.490 2.867 2.355 1.816 1.492 1.226 1.092 1.007 0.945 0.842 0.776 0.638 0.568 0.492 0.447 0.404 46 

3.527 2.901 2.386 1.843 1.516 1.247 1.112 1.025 0.963 0.859 0.792 0.651 0.581 0.503 0.458 0.414 47 

3.565 2.936 2.418 1.870 1.540 1.268 1.132 1.045 0.981 0.876 0.808 0.665 0.594 0.515 0.468 0.424 48 

3.604 2.971 2.450 1.898 1.565 1.290 1.153 1.064 1.000 0.893 0.824 0.680 0.607 0.527 0.480 0.434 49 

3.642 3.007 2.482 1.926 1.590 1.313 1.174 1.084 1.019 0.911 0.841 0.694 0.621 0.539 0.491 0.445 50 

3.666 3.029 2.502 1.944 1.606 1.327 1.187 1.096 1.031 0.922 0.852 0.704 0.629 0.547 0.498 0.452 51 

3.690 3.051 2.522 1.961 1.622 1.341 1.200 1.109 1.043 0.933 0.862 0.713 0.638 0.554 0.505 0.458 52 

3.714 3.073 2.543 1.979 1.638 1.355 1.213 1.121 1.055 0.944 0.873 0.722 0.646 0.562 0.513 0.465 53 

3.738 3.095 2.563 1.997 1.654 1.369 1.226 1.134 1.067 0.956 0.884 0.732 0.655 0.570 0.520 0.472 54 

3.763 3.118 2.584 2.015 1.670 1.384 1.240 1.147 1.079 0.967 0.894 0.741 0.664 0.578 0.528 0.479 55 

3.787 3.141 2.605 2.034 1.686 1.399 1.254 1.160 1.092 0.979 0.906 0.751 0.673 0.586 0.535 0.486 56 
Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR12, Monument Creek at Northern Water Reclamation facility downstream to station 07104905 Monument Creek at Bijou 

Street at Colorado Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 3.812 3.163 2.625 2.052 1.703 1.413 1.267 1.173 1.105 0.991 0.917 0.761 0.682 0.595 0.543 0.494 57


58 3.837 3.187 2.647 2.071 1.720 1.428 1.281 1.186 1.117 1.002 0.928 0.771 0.692 0.603 0.551 0.501 58


59 3.862 3.210 2.668 2.089 1.737 1.444 1.296 1.200 1.130 1.015 0.940 0.781 0.701 0.612 0.559 0.508 59


60 3.887 3.233 2.689 2.108 1.754 1.459 1.310 1.213 1.144 1.027 0.951 0.791 0.710 0.620 0.567 0.516 60


61 3.912 3.257 2.711 2.127 1.771 1.474 1.324 1.227 1.157 1.039 0.963 0.802 0.720 0.629 0.576 0.524 61


62 3.938 3.280 2.733 2.147 1.788 1.490 1.339 1.241 1.170 1.052 0.975 0.812 0.730 0.638 0.584 0.532 62


63 3.963 3.304 2.755 2.166 1.806 1.506 1.354 1.255 1.184 1.064 0.987 0.823 0.740 0.647 0.592 0.539 63


64 3.989 3.328 2.777 2.186 1.824 1.522 1.369 1.270 1.198 1.077 0.999 0.834 0.750 0.656 0.601 0.548 64


65 4.015 3.353 2.799 2.206 1.842 1.538 1.384 1.284 1.212 1.090 1.012 0.845 0.760 0.666 0.610 0.556 65


66 4.041 3.377 2.822 2.226 1.860 1.554 1.399 1.299 1.226 1.103 1.024 0.856 0.770 0.675 0.619 0.564 66


67 4.068 3.402 2.845 2.246 1.878 1.571 1.415 1.313 1.240 1.117 1.037 0.867 0.781 0.684 0.628 0.572 67


68 4.094 3.426 2.867 2.266 1.896 1.587 1.430 1.328 1.254 1.130 1.050 0.878 0.792 0.694 0.637 0.581 68


69 4.121 3.451 2.891 2.287 1.915 1.604 1.446 1.343 1.269 1.144 1.063 0.890 0.802 0.704 0.646 0.590 69


70 4.148 3.476 2.914 2.307 1.934 1.621 1.462 1.359 1.284 1.158 1.076 0.902 0.813 0.714 0.655 0.598 70


71 4.175 3.502 2.937 2.328 1.953 1.638 1.478 1.374 1.298 1.172 1.089 0.914 0.824 0.724 0.665 0.607 71


72 4.202 3.527 2.961 2.349 1.972 1.656 1.494 1.390 1.314 1.186 1.103 0.926 0.836 0.734 0.675 0.616 72


73 4.229 3.553 2.985 2.371 1.991 1.673 1.511 1.405 1.329 1.200 1.116 0.938 0.847 0.745 0.684 0.626 73


74 4.257 3.579 3.009 2.392 2.011 1.691 1.528 1.421 1.344 1.214 1.130 0.950 0.858 0.755 0.694 0.635 74


75 4.285 3.605 3.033 2.414 2.031 1.709 1.544 1.438 1.360 1.229 1.144 0.963 0.870 0.766 0.704 0.645 75


76 4.313 3.631 3.057 2.436 2.051 1.727 1.562 1.454 1.376 1.244 1.158 0.975 0.882 0.777 0.715 0.654 76


77 4.341 3.658 3.082 2.458 2.071 1.745 1.579 1.470 1.392 1.259 1.173 0.988 0.894 0.788 0.725 0.664 77


78 4.369 3.684 3.107 2.480 2.091 1.764 1.596 1.487 1.408 1.274 1.187 1.001 0.906 0.799 0.736 0.674 78


79 4.397 3.711 3.132 2.502 2.112 1.782 1.614 1.504 1.424 1.290 1.202 1.014 0.918 0.810 0.746 0.684 79


80 4.426 3.738 3.157 2.525 2.133 1.801 1.632 1.521 1.441 1.305 1.217 1.028 0.931 0.822 0.757 0.694 80


81 4.455 3.765 3.182 2.548 2.154 1.820 1.650 1.538 1.457 1.321 1.232 1.041 0.944 0.834 0.768 0.704 81


82 4.484 3.793 3.208 2.571 2.175 1.840 1.668 1.556 1.474 1.337 1.247 1.055 0.956 0.845 0.779 0.715 82


83 4.513 3.820 3.234 2.594 2.196 1.859 1.686 1.574 1.491 1.353 1.262 1.069 0.969 0.857 0.791 0.726 83


84 4.543 3.848 3.260 2.618 2.218 1.879 1.705 1.592 1.509 1.369 1.278 1.083 0.983 0.869 0.802 0.737 84


85 4.572 3.876 3.286 2.642 2.240 1.899 1.724 1.610 1.526 1.386 1.294 1.097 0.996 0.882 0.814 0.748 85


86 4.602 3.904 3.313 2.666 2.262 1.919 1.743 1.628 1.544 1.402 1.310 1.111 1.009 0.894 0.826 0.759 86


87 4.632 3.933 3.339 2.690 2.284 1.939 1.762 1.646 1.562 1.419 1.326 1.126 1.023 0.907 0.838 0.770 87


88 4.662 3.962 3.366 2.714 2.306 1.960 1.782 1.665 1.580 1.436 1.342 1.141 1.037 0.920 0.850 0.782 88


89 4.693 3.990 3.393 2.739 2.329 1.980 1.801 1.684 1.598 1.454 1.359 1.156 1.051 0.933 0.862 0.793 89


90 4.723 4.019 3.421 2.764 2.352 2.001 1.821 1.703 1.617 1.471 1.376 1.171 1.065 0.946 0.875 0.805 90


91 4.754 4.049 3.448 2.789 2.375 2.023 1.841 1.723 1.636 1.489 1.393 1.186 1.080 0.959 0.887 0.817 91


92 4.785 4.078 3.476 2.814 2.398 2.044 1.862 1.742 1.655 1.507 1.410 1.202 1.095 0.973 0.900 0.829 92


93 4.816 4.108 3.504 2.839 2.422 2.066 1.882 1.762 1.674 1.525 1.428 1.218 1.110 0.987 0.913 0.842 93


94 4.848 4.138 3.532 2.865 2.446 2.088 1.903 1.782 1.693 1.544 1.445 1.234 1.125 1.001 0.927 0.854 94


95 4.879 4.168 3.560 2.891 2.470 2.110 1.924 1.802 1.713 1.562 1.463 1.250 1.140 1.015 0.940 0.867 95


96 4.911 4.198 3.589 2.917 2.494 2.132 1.945 1.823 1.733 1.581 1.481 1.266 1.155 1.029 0.954 0.880 96


97 4.943 4.229 3.618 2.944 2.518 2.155 1.967 1.843 1.753 1.600 1.500 1.283 1.171 1.044 0.968 0.893 97


98 4.975 4.260 3.647 2.970 2.543 2.177 1.988 1.864 1.773 1.619 1.518 1.300 1.187 1.059 0.982 0.906 98


99 5.008 4.291 3.676 2.997 2.568 2.200 2.010 1.885 1.794 1.639 1.537 1.317 1.203 1.074 0.996 0.920 99


100 5.040 4.322 3.706 3.024 2.593 2.224 2.033 1.907 1.815 1.659 1.556 1.334 1.220 1.089 1.011 0.934 100


101 5.060 4.340 3.722 3.039 2.607 2.236 2.044 1.918 1.825 1.668 1.565 1.343 1.227 1.096 1.017 0.940 101


102 5.079 4.358 3.739 3.053 2.620 2.248 2.055 1.928 1.836 1.678 1.575 1.351 1.235 1.103 1.024 0.947 102


103 5.099 4.376 3.755 3.068 2.633 2.260 2.066 1.939 1.846 1.688 1.584 1.360 1.243 1.111 1.031 0.953 103


104 5.118 4.394 3.772 3.083 2.646 2.272 2.078 1.950 1.857 1.698 1.594 1.368 1.251 1.118 1.038 0.960 104


105 5.138 4.412 3.788 3.097 2.660 2.284 2.089 1.961 1.867 1.708 1.603 1.377 1.259 1.126 1.045 0.966 105


106 5.158 4.430 3.805 3.112 2.673 2.296 2.100 1.972 1.878 1.718 1.613 1.385 1.267 1.133 1.052 0.973 106


107 5.178 4.448 3.822 3.127 2.687 2.308 2.112 1.983 1.889 1.728 1.622 1.394 1.276 1.140 1.059 0.980 107


108 5.198 4.467 3.839 3.142 2.700 2.320 2.124 1.994 1.899 1.738 1.632 1.403 1.284 1.148 1.067 0.987 108


109 5.218 4.485 3.856 3.157 2.714 2.333 2.135 2.005 1.910 1.748 1.642 1.412 1.292 1.156 1.074 0.993 109


110 5.238 4.504 3.873 3.172 2.728 2.345 2.147 2.017 1.921 1.759 1.652 1.420 1.300 1.163 1.081 1.000 110


111 5.258 4.522 3.890 3.187 2.741 2.358 2.159 2.028 1.932 1.769 1.662 1.429 1.309 1.171 1.088 1.007 111


112 5.278 4.541 3.907 3.202 2.755 2.370 2.171 2.039 1.943 1.779 1.672 1.438 1.317 1.179 1.096 1.014 112

 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR12, Monument Creek at Northern Water Reclamation facility downstream to station 07104905 Monument Creek at Bijou 

Street at Colorado Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 5.298 4.560 3.924 3.218 2.769 2.383 2.183 2.051 1.954 1.790 1.682 1.447 1.326 1.187 1.103 1.021 113


114 5.319 4.578 3.941 3.233 2.783 2.396 2.195 2.062 1.965 1.800 1.692 1.456 1.334 1.195 1.111 1.028 114


115 5.339 4.597 3.959 3.248 2.797 2.409 2.207 2.074 1.976 1.811 1.702 1.465 1.343 1.202 1.118 1.035 115


116 5.360 4.616 3.976 3.264 2.811 2.421 2.219 2.086 1.988 1.821 1.712 1.475 1.351 1.210 1.126 1.043 116


117 5.380 4.635 3.994 3.280 2.826 2.434 2.231 2.097 1.999 1.832 1.722 1.484 1.360 1.218 1.133 1.050 117


118 5.401 4.655 4.011 3.295 2.840 2.447 2.243 2.109 2.010 1.843 1.733 1.493 1.369 1.227 1.141 1.057 118


119 5.422 4.674 4.029 3.311 2.854 2.460 2.256 2.121 2.022 1.854 1.743 1.503 1.378 1.235 1.149 1.064 119


120 5.443 4.693 4.047 3.327 2.869 2.473 2.268 2.133 2.033 1.865 1.753 1.512 1.386 1.243 1.157 1.072 120


121 5.464 4.712 4.064 3.343 2.883 2.487 2.281 2.145 2.045 1.876 1.764 1.521 1.395 1.251 1.164 1.079 121


122 5.485 4.732 4.082 3.359 2.898 2.500 2.293 2.157 2.057 1.887 1.774 1.531 1.404 1.259 1.172 1.087 122


123 5.506 4.751 4.100 3.375 2.912 2.513 2.306 2.169 2.068 1.898 1.785 1.541 1.413 1.268 1.180 1.094 123


124 5.527 4.771 4.118 3.391 2.927 2.527 2.318 2.181 2.080 1.909 1.796 1.550 1.422 1.276 1.188 1.102 124


125 5.548 4.791 4.137 3.407 2.942 2.540 2.331 2.193 2.092 1.920 1.806 1.560 1.432 1.285 1.196 1.109 125


126 5.569 4.810 4.155 3.423 2.957 2.554 2.344 2.206 2.104 1.931 1.817 1.570 1.441 1.293 1.204 1.117 126


127 5.591 4.830 4.173 3.440 2.972 2.567 2.357 2.218 2.116 1.943 1.828 1.579 1.450 1.302 1.213 1.125 127


128 5.612 4.850 4.191 3.456 2.987 2.581 2.370 2.231 2.128 1.954 1.839 1.589 1.459 1.310 1.221 1.132 128


129 5.634 4.870 4.210 3.472 3.002 2.595 2.383 2.243 2.140 1.965 1.850 1.599 1.469 1.319 1.229 1.140 129


130 5.656 4.890 4.228 3.489 3.017 2.609 2.396 2.256 2.153 1.977 1.861 1.609 1.478 1.328 1.237 1.148 130


131 5.677 4.910 4.247 3.506 3.032 2.623 2.409 2.268 2.165 1.989 1.872 1.619 1.488 1.337 1.246 1.156 131


132 5.699 4.931 4.266 3.522 3.048 2.637 2.422 2.281 2.177 2.000 1.884 1.630 1.497 1.346 1.254 1.164 132


133 5.721 4.951 4.285 3.539 3.063 2.651 2.436 2.294 2.190 2.012 1.895 1.640 1.507 1.354 1.263 1.172 133


134 5.743 4.972 4.303 3.556 3.078 2.665 2.449 2.307 2.202 2.024 1.906 1.650 1.516 1.363 1.271 1.180 134


135 5.765 4.992 4.322 3.573 3.094 2.679 2.463 2.320 2.215 2.036 1.918 1.660 1.526 1.373 1.280 1.188 135


136 5.787 5.013 4.341 3.590 3.110 2.693 2.476 2.333 2.227 2.048 1.929 1.671 1.536 1.382 1.289 1.197 136


137 5.810 5.033 4.361 3.607 3.125 2.708 2.490 2.346 2.240 2.060 1.941 1.681 1.546 1.391 1.297 1.205 137


138 5.832 5.054 4.380 3.625 3.141 2.722 2.503 2.359 2.253 2.072 1.952 1.692 1.556 1.400 1.306 1.213 138


139 5.854 5.075 4.399 3.642 3.157 2.737 2.517 2.372 2.266 2.084 1.964 1.702 1.566 1.409 1.315 1.222 139


140 5.877 5.096 4.419 3.659 3.173 2.751 2.531 2.386 2.279 2.096 1.976 1.713 1.576 1.419 1.324 1.230 140


141 5.900 5.117 4.438 3.677 3.189 2.766 2.545 2.399 2.292 2.108 1.987 1.724 1.586 1.428 1.333 1.239 141


142 5.922 5.138 4.458 3.694 3.205 2.781 2.559 2.412 2.305 2.121 1.999 1.735 1.596 1.438 1.342 1.247 142


143 5.945 5.159 4.477 3.712 3.221 2.795 2.573 2.426 2.318 2.133 2.011 1.745 1.607 1.447 1.351 1.256 143


144 5.968 5.181 4.497 3.730 3.238 2.810 2.587 2.440 2.331 2.146 2.023 1.756 1.617 1.457 1.360 1.264 144


145 5.991 5.202 4.517 3.748 3.254 2.825 2.601 2.453 2.344 2.158 2.035 1.767 1.627 1.466 1.369 1.273 145


146 6.014 5.223 4.537 3.765 3.270 2.840 2.616 2.467 2.358 2.171 2.048 1.778 1.638 1.476 1.378 1.282 146


147 6.037 5.245 4.557 3.783 3.287 2.856 2.630 2.481 2.371 2.184 2.060 1.790 1.648 1.486 1.388 1.291 147


148 6.060 5.267 4.577 3.801 3.304 2.871 2.645 2.495 2.385 2.197 2.072 1.801 1.659 1.496 1.397 1.300 148


149 6.084 5.288 4.597 3.820 3.320 2.886 2.659 2.509 2.398 2.209 2.085 1.812 1.669 1.506 1.407 1.309 149


150 6.107 5.310 4.617 3.838 3.337 2.902 2.674 2.523 2.412 2.222 2.097 1.823 1.680 1.516 1.416 1.318 150


151 6.131 5.332 4.637 3.856 3.354 2.917 2.688 2.537 2.426 2.235 2.110 1.835 1.691 1.526 1.426 1.327 151


152 6.154 5.354 4.658 3.875 3.371 2.933 2.703 2.551 2.439 2.249 2.122 1.846 1.702 1.536 1.435 1.336 152


153 6.178 5.376 4.678 3.893 3.388 2.948 2.718 2.566 2.453 2.262 2.135 1.858 1.713 1.546 1.445 1.345 153


154 6.202 5.398 4.699 3.912 3.405 2.964 2.733 2.580 2.467 2.275 2.148 1.870 1.724 1.556 1.455 1.355 154


155 6.225 5.421 4.720 3.930 3.422 2.980 2.748 2.595 2.481 2.288 2.161 1.881 1.735 1.567 1.465 1.364 155


156 6.249 5.443 4.740 3.949 3.440 2.996 2.763 2.609 2.496 2.302 2.174 1.893 1.746 1.577 1.475 1.374 156


157 6.273 5.465 4.761 3.968 3.457 3.012 2.778 2.624 2.510 2.315 2.187 1.905 1.757 1.587 1.485 1.383 157


158 6.298 5.488 4.782 3.987 3.474 3.028 2.794 2.639 2.524 2.329 2.200 1.917 1.769 1.598 1.495 1.393 158


159 6.322 5.511 4.803 4.006 3.492 3.044 2.809 2.653 2.539 2.343 2.213 1.929 1.780 1.609 1.505 1.402 159


160 6.346 5.533 4.825 4.025 3.510 3.060 2.824 2.668 2.553 2.356 2.226 1.941 1.791 1.619 1.515 1.412 160


161 6.371 5.556 4.846 4.044 3.527 3.076 2.840 2.683 2.568 2.370 2.239 1.953 1.803 1.630 1.525 1.422 161


162 6.395 5.579 4.867 4.064 3.545 3.093 2.856 2.698 2.582 2.384 2.253 1.965 1.815 1.641 1.536 1.431 162


163 6.420 5.602 4.889 4.083 3.563 3.109 2.871 2.713 2.597 2.398 2.266 1.978 1.826 1.652 1.546 1.441 163


164 6.444 5.625 4.910 4.103 3.581 3.126 2.887 2.729 2.612 2.412 2.280 1.990 1.838 1.663 1.557 1.451 164


165 6.469 5.648 4.932 4.122 3.599 3.143 2.903 2.744 2.627 2.426 2.293 2.003 1.850 1.674 1.567 1.461 165


166 6.494 5.672 4.954 4.142 3.617 3.159 2.919 2.759 2.642 2.441 2.307 2.015 1.862 1.685 1.578 1.472 166


167 6.519 5.695 4.975 4.162 3.636 3.176 2.935 2.775 2.657 2.455 2.321 2.028 1.874 1.696 1.588 1.482 167


168 6.544 5.719 4.997 4.182 3.654 3.193 2.951 2.790 2.672 2.469 2.335 2.040 1.886 1.707 1.599 1.492 168

Supplemental Information  

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR12, Monument Creek at Northern Water Reclamation facility downstream to station 07104905 Monument Creek at Bijou 

Street at Colorado Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 6.569 5.742 5.019 4.201 3.673 3.210 2.967 2.806 2.687 2.484 2.349 2.053 1.898 1.719 1.610 1.502 169


170 6.594 5.766 5.041 4.222 3.691 3.227 2.984 2.822 2.702 2.498 2.363 2.066 1.910 1.730 1.621 1.513 170


171 6.620 5.790 5.064 4.242 3.710 3.245 3.000 2.838 2.718 2.513 2.377 2.079 1.922 1.741 1.632 1.523 171


172 6.645 5.814 5.086 4.262 3.729 3.262 3.016 2.854 2.733 2.528 2.391 2.092 1.935 1.753 1.643 1.534 172


173 6.671 5.838 5.108 4.282 3.747 3.279 3.033 2.870 2.749 2.543 2.406 2.105 1.947 1.765 1.654 1.544 173


174 6.697 5.862 5.131 4.303 3.766 3.297 3.050 2.886 2.765 2.558 2.420 2.118 1.960 1.776 1.665 1.555 174


175 6.722 5.886 5.153 4.323 3.785 3.314 3.067 2.902 2.780 2.573 2.435 2.132 1.972 1.788 1.676 1.566 175


176 6.748 5.910 5.176 4.344 3.805 3.332 3.083 2.918 2.796 2.588 2.449 2.145 1.985 1.800 1.688 1.577 176


177 6.774 5.935 5.199 4.365 3.824 3.350 3.100 2.935 2.812 2.603 2.464 2.158 1.998 1.812 1.699 1.587 177


178 6.800 5.959 5.222 4.386 3.843 3.368 3.117 2.951 2.828 2.618 2.478 2.172 2.010 1.824 1.711 1.598 178


179 6.826 5.984 5.245 4.407 3.863 3.386 3.135 2.968 2.844 2.633 2.493 2.186 2.023 1.836 1.722 1.609 179


180 6.853 6.008 5.268 4.428 3.882 3.404 3.152 2.984 2.861 2.649 2.508 2.199 2.036 1.848 1.734 1.621 180


181 6.879 6.033 5.291 4.449 3.902 3.422 3.169 3.001 2.877 2.664 2.523 2.213 2.049 1.861 1.746 1.632 181


182 6.905 6.058 5.315 4.470 3.921 3.440 3.187 3.018 2.893 2.680 2.538 2.227 2.063 1.873 1.758 1.643 182


183 6.932 6.083 5.338 4.491 3.941 3.458 3.204 3.035 2.910 2.696 2.554 2.241 2.076 1.885 1.769 1.654 183


184 6.959 6.108 5.361 4.513 3.961 3.477 3.222 3.052 2.927 2.712 2.569 2.255 2.089 1.898 1.781 1.666 184


185 6.985 6.133 5.385 4.534 3.981 3.495 3.239 3.069 2.943 2.728 2.584 2.269 2.103 1.910 1.794 1.677 185


186 7.012 6.159 5.409 4.556 4.001 3.514 3.257 3.086 2.960 2.744 2.600 2.283 2.116 1.923 1.806 1.689 186


187 7.039 6.184 5.433 4.578 4.022 3.533 3.275 3.104 2.977 2.760 2.615 2.297 2.130 1.936 1.818 1.701 187


188 7.066 6.210 5.457 4.600 4.042 3.552 3.293 3.121 2.994 2.776 2.631 2.312 2.143 1.949 1.830 1.712 188


189 7.094 6.235 5.481 4.622 4.062 3.571 3.311 3.139 3.011 2.792 2.647 2.326 2.157 1.962 1.843 1.724 189


190 7.121 6.261 5.505 4.644 4.083 3.590 3.329 3.156 3.028 2.809 2.662 2.341 2.171 1.975 1.855 1.736 190


191 7.148 6.287 5.529 4.666 4.103 3.609 3.348 3.174 3.045 2.825 2.678 2.356 2.185 1.988 1.868 1.748 191


192 7.176 6.313 5.553 4.688 4.124 3.628 3.366 3.192 3.063 2.842 2.694 2.370 2.199 2.001 1.880 1.760 192


193 7.203 6.339 5.578 4.710 4.145 3.647 3.385 3.210 3.080 2.858 2.711 2.385 2.213 2.014 1.893 1.772 193


194 7.231 6.365 5.602 4.733 4.166 3.667 3.403 3.228 3.098 2.875 2.727 2.400 2.227 2.028 1.906 1.785 194


195 7.259 6.391 5.627 4.756 4.187 3.687 3.422 3.246 3.116 2.892 2.743 2.415 2.242 2.041 1.919 1.797 195


196 7.287 6.418 5.652 4.778 4.208 3.706 3.441 3.264 3.133 2.909 2.760 2.430 2.256 2.055 1.932 1.810 196


197 7.315 6.444 5.677 4.801 4.230 3.726 3.460 3.282 3.151 2.926 2.776 2.446 2.271 2.068 1.945 1.822 197


198 7.343 6.471 5.702 4.824 4.251 3.746 3.479 3.301 3.169 2.943 2.793 2.461 2.285 2.082 1.958 1.835 198


199 7.371 6.497 5.727 4.847 4.272 3.766 3.498 3.319 3.187 2.960 2.809 2.476 2.300 2.096 1.971 1.847 199


200 7.400 6.524 5.752 4.870 4.294 3.786 3.517 3.338 3.205 2.978 2.826 2.492 2.315 2.110 1.985 1.860 200

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52

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54

55

56

with Monument Creek.—Continued 

100 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 0. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs downstream to Fountain Creek at confluence 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.332 0.220 0.146 0.084 0.056 0.037 0.029 0.024 0.021 0.017 0.014 0.009 0.007 0.005 0.004 0.004 1 

0.527 0.352 0.236 0.138 0.093 0.062 0.049 0.041 0.036 0.029 0.024 0.016 0.013 0.010 0.008 0.006 2 

0.835 0.565 0.382 0.227 0.154 0.104 0.083 0.070 0.062 0.049 0.042 0.028 0.023 0.017 0.014 0.011 3 

0.995 0.679 0.463 0.279 0.190 0.130 0.104 0.089 0.078 0.063 0.053 0.036 0.029 0.022 0.018 0.015 4 

1.186 0.816 0.562 0.343 0.236 0.162 0.130 0.112 0.099 0.080 0.068 0.047 0.038 0.029 0.024 0.020 5 

1.309 0.908 0.630 0.388 0.269 0.187 0.151 0.130 0.115 0.093 0.080 0.055 0.045 0.034 0.029 0.024 6 

1.444 1.010 0.706 0.440 0.308 0.215 0.175 0.150 0.134 0.109 0.094 0.066 0.053 0.041 0.034 0.029 7 

1.539 1.083 0.762 0.479 0.337 0.237 0.193 0.167 0.149 0.121 0.105 0.074 0.060 0.046 0.039 0.033 8 

1.640 1.161 0.823 0.521 0.369 0.262 0.214 0.185 0.166 0.135 0.117 0.083 0.068 0.053 0.045 0.037 9 

1.748 1.246 0.888 0.568 0.405 0.288 0.237 0.206 0.184 0.151 0.131 0.094 0.077 0.060 0.051 0.043 10 

1.811 1.298 0.930 0.598 0.429 0.307 0.253 0.220 0.198 0.163 0.142 0.101 0.084 0.065 0.056 0.047 11 

1.877 1.351 0.973 0.631 0.454 0.327 0.270 0.236 0.212 0.175 0.153 0.110 0.091 0.071 0.061 0.051 12 

1.945 1.408 1.019 0.665 0.481 0.348 0.288 0.252 0.227 0.188 0.164 0.119 0.099 0.078 0.066 0.056 13 

2.015 1.466 1.067 0.700 0.510 0.371 0.308 0.270 0.243 0.202 0.177 0.129 0.107 0.085 0.073 0.062 14 

2.089 1.527 1.117 0.738 0.540 0.395 0.329 0.289 0.261 0.217 0.191 0.140 0.116 0.092 0.079 0.068 15 

2.141 1.571 1.153 0.766 0.562 0.413 0.344 0.303 0.274 0.229 0.201 0.148 0.123 0.098 0.084 0.072 16 

2.194 1.616 1.190 0.794 0.585 0.431 0.360 0.317 0.288 0.241 0.212 0.156 0.131 0.104 0.090 0.077 17 

2.249 1.662 1.229 0.824 0.609 0.450 0.377 0.333 0.302 0.253 0.223 0.165 0.138 0.111 0.096 0.082 18 

2.305 1.710 1.269 0.855 0.634 0.471 0.395 0.349 0.317 0.266 0.235 0.175 0.147 0.118 0.102 0.087 19 

2.362 1.759 1.310 0.887 0.660 0.492 0.414 0.366 0.333 0.280 0.248 0.185 0.155 0.125 0.108 0.093 20 

2.398 1.790 1.337 0.909 0.678 0.507 0.427 0.378 0.344 0.290 0.257 0.192 0.162 0.130 0.113 0.097 21 

2.434 1.822 1.365 0.931 0.697 0.522 0.441 0.391 0.356 0.300 0.266 0.200 0.169 0.136 0.118 0.102 22 

2.471 1.855 1.393 0.953 0.716 0.537 0.455 0.404 0.368 0.311 0.276 0.207 0.175 0.142 0.124 0.107 23 

2.508 1.888 1.422 0.977 0.735 0.554 0.469 0.417 0.381 0.322 0.286 0.216 0.183 0.148 0.129 0.112 24 

2.545 1.922 1.451 1.001 0.756 0.570 0.484 0.431 0.393 0.334 0.297 0.224 0.190 0.155 0.135 0.117 25 

2.584 1.956 1.481 1.025 0.776 0.588 0.499 0.445 0.407 0.346 0.308 0.233 0.198 0.161 0.141 0.122 26 

2.622 1.991 1.512 1.050 0.797 0.605 0.515 0.459 0.421 0.358 0.319 0.242 0.206 0.168 0.147 0.128 27 

2.662 2.027 1.543 1.076 0.819 0.623 0.532 0.475 0.435 0.371 0.331 0.252 0.215 0.176 0.154 0.134 28 

2.702 2.063 1.575 1.102 0.841 0.642 0.548 0.490 0.450 0.384 0.343 0.262 0.224 0.183 0.161 0.140 29 

2.743 2.099 1.607 1.129 0.864 0.662 0.566 0.507 0.465 0.398 0.356 0.272 0.233 0.191 0.168 0.147 30 

2.770 2.125 1.630 1.148 0.881 0.676 0.579 0.518 0.476 0.407 0.365 0.280 0.240 0.197 0.173 0.151 31 

2.798 2.150 1.653 1.167 0.897 0.690 0.591 0.530 0.487 0.418 0.374 0.288 0.247 0.203 0.179 0.156 32 

2.825 2.176 1.676 1.187 0.914 0.704 0.605 0.543 0.499 0.428 0.384 0.296 0.254 0.210 0.185 0.161 33 

2.854 2.203 1.700 1.207 0.932 0.719 0.618 0.555 0.511 0.439 0.394 0.304 0.261 0.216 0.191 0.167 34 

2.882 2.229 1.724 1.228 0.949 0.734 0.632 0.568 0.523 0.450 0.404 0.313 0.269 0.223 0.197 0.172 35 

2.911 2.256 1.748 1.248 0.967 0.750 0.646 0.581 0.535 0.461 0.415 0.322 0.277 0.230 0.203 0.178 36 

2.940 2.283 1.773 1.269 0.986 0.766 0.660 0.595 0.548 0.473 0.426 0.331 0.285 0.237 0.209 0.184 37 

2.969 2.311 1.798 1.291 1.005 0.782 0.675 0.608 0.561 0.485 0.437 0.340 0.293 0.244 0.216 0.190 38 

2.999 2.339 1.824 1.313 1.024 0.798 0.690 0.622 0.575 0.497 0.448 0.349 0.302 0.251 0.223 0.196 39 

3.029 2.367 1.849 1.335 1.043 0.815 0.706 0.637 0.588 0.509 0.460 0.359 0.311 0.259 0.230 0.203 40 

3.051 2.388 1.869 1.352 1.058 0.828 0.718 0.648 0.599 0.519 0.469 0.367 0.318 0.265 0.236 0.208 41 

3.074 2.410 1.889 1.369 1.073 0.841 0.730 0.660 0.610 0.529 0.478 0.375 0.325 0.272 0.241 0.213 42 

3.097 2.432 1.909 1.387 1.089 0.855 0.742 0.671 0.621 0.539 0.488 0.383 0.332 0.278 0.247 0.218 43 

3.120 2.454 1.930 1.405 1.105 0.869 0.755 0.683 0.632 0.550 0.497 0.391 0.340 0.285 0.253 0.224 44 

3.143 2.476 1.950 1.423 1.121 0.883 0.768 0.695 0.644 0.560 0.507 0.400 0.348 0.292 0.260 0.230 45 

3.166 2.498 1.971 1.441 1.137 0.897 0.781 0.708 0.656 0.571 0.517 0.408 0.355 0.298 0.266 0.236 46 

3.190 2.521 1.992 1.459 1.153 0.912 0.794 0.720 0.668 0.582 0.528 0.417 0.363 0.306 0.273 0.242 47 

3.213 2.543 2.013 1.478 1.170 0.926 0.808 0.733 0.680 0.593 0.538 0.426 0.372 0.313 0.279 0.248 48 

3.237 2.566 2.035 1.497 1.187 0.941 0.822 0.746 0.692 0.605 0.549 0.435 0.380 0.320 0.286 0.254 49 

3.261 2.590 2.056 1.516 1.204 0.956 0.836 0.760 0.705 0.616 0.560 0.445 0.389 0.328 0.293 0.260 50 

3.277 2.605 2.071 1.529 1.215 0.966 0.845 0.768 0.713 0.623 0.567 0.451 0.394 0.333 0.298 0.264 51 

3.294 2.621 2.085 1.541 1.226 0.976 0.854 0.776 0.721 0.631 0.574 0.456 0.399 0.337 0.302 0.268 52 

3.311 2.636 2.100 1.554 1.237 0.985 0.863 0.785 0.729 0.638 0.581 0.463 0.405 0.342 0.306 0.273 53 

3.327 2.652 2.114 1.567 1.249 0.995 0.872 0.793 0.737 0.646 0.588 0.469 0.410 0.347 0.311 0.277 54 

3.344 2.668 2.129 1.579 1.260 1.005 0.881 0.802 0.746 0.654 0.595 0.475 0.416 0.352 0.316 0.281 55 

3.361 2.684 2.144 1.592 1.272 1.015 0.890 0.811 0.754 0.661 0.602 0.481 0.422 0.357 0.320 0.285 56 
Supplemental Information 101 

Table 0. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs downstream to Fountain Creek at confluence 

with Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 3.378 2.700 2.158 1.605 1.283 1.026 0.900 0.820 0.763 0.669 0.610 0.487 0.428 0.362 0.325 0.290 57 

58 3.395 2.716 2.173 1.618 1.295 1.036 0.909 0.829 0.771 0.677 0.617 0.494 0.433 0.368 0.330 0.294 58 

59 3.412 2.733 2.188 1.632 1.307 1.046 0.919 0.838 0.780 0.685 0.625 0.500 0.439 0.373 0.335 0.299 59 

60 3.430 2.749 2.204 1.645 1.319 1.057 0.929 0.847 0.789 0.693 0.632 0.507 0.445 0.378 0.340 0.303 60 

61 3.447 2.766 2.219 1.658 1.331 1.068 0.938 0.857 0.798 0.701 0.640 0.514 0.451 0.384 0.345 0.308 61 

62 3.464 2.782 2.234 1.672 1.343 1.078 0.948 0.866 0.807 0.710 0.648 0.520 0.458 0.389 0.350 0.313 62 

63 3.482 2.799 2.250 1.686 1.355 1.089 0.958 0.875 0.816 0.718 0.656 0.527 0.464 0.395 0.355 0.318 63 

64 3.500 2.816 2.265 1.699 1.367 1.100 0.969 0.885 0.825 0.727 0.664 0.534 0.470 0.401 0.361 0.322 64 

65 3.517 2.832 2.281 1.713 1.380 1.111 0.979 0.895 0.834 0.735 0.672 0.541 0.477 0.406 0.366 0.327 65 

66 3.535 2.849 2.297 1.727 1.392 1.122 0.989 0.905 0.844 0.744 0.680 0.548 0.483 0.412 0.371 0.332 66 

67 3.553 2.867 2.313 1.741 1.405 1.134 1.000 0.915 0.853 0.753 0.689 0.556 0.490 0.418 0.377 0.337 67 

68 3.571 2.884 2.329 1.756 1.418 1.145 1.010 0.925 0.863 0.762 0.697 0.563 0.497 0.424 0.383 0.343 68 

69 3.589 2.901 2.345 1.770 1.431 1.156 1.021 0.935 0.873 0.771 0.706 0.570 0.504 0.430 0.388 0.348 69 

70 3.607 2.918 2.361 1.784 1.444 1.168 1.032 0.945 0.883 0.780 0.714 0.578 0.510 0.437 0.394 0.353 70 

71 3.625 2.936 2.378 1.799 1.457 1.180 1.043 0.955 0.893 0.789 0.723 0.585 0.517 0.443 0.400 0.359 71 

72 3.644 2.953 2.394 1.814 1.470 1.192 1.054 0.966 0.903 0.798 0.732 0.593 0.525 0.449 0.406 0.364 72 

73 3.662 2.971 2.411 1.829 1.484 1.204 1.065 0.977 0.913 0.808 0.741 0.601 0.532 0.456 0.412 0.370 73 

74 3.681 2.989 2.427 1.843 1.497 1.216 1.076 0.987 0.923 0.817 0.750 0.609 0.539 0.462 0.418 0.376 74 

75 3.699 3.007 2.444 1.859 1.511 1.228 1.088 0.998 0.934 0.827 0.759 0.617 0.546 0.469 0.424 0.381 75 

76 3.718 3.025 2.461 1.874 1.524 1.240 1.099 1.009 0.944 0.837 0.768 0.625 0.554 0.476 0.431 0.387 76 

77 3.737 3.043 2.478 1.889 1.538 1.253 1.111 1.020 0.955 0.847 0.778 0.633 0.562 0.483 0.437 0.393 77 

78 3.756 3.061 2.495 1.904 1.552 1.265 1.123 1.031 0.966 0.857 0.787 0.642 0.569 0.490 0.443 0.399 78 

79 3.775 3.080 2.513 1.920 1.566 1.278 1.135 1.043 0.977 0.867 0.797 0.650 0.577 0.497 0.450 0.405 79 

80 3.794 3.098 2.530 1.936 1.581 1.291 1.147 1.054 0.988 0.877 0.807 0.659 0.585 0.504 0.457 0.412 80 

81 3.813 3.117 2.548 1.952 1.595 1.304 1.159 1.066 0.999 0.888 0.816 0.667 0.593 0.511 0.464 0.418 81 

82 3.832 3.135 2.565 1.967 1.610 1.317 1.171 1.078 1.010 0.898 0.826 0.676 0.601 0.519 0.470 0.424 82 

83 3.852 3.154 2.583 1.984 1.624 1.330 1.183 1.089 1.021 0.909 0.837 0.685 0.609 0.526 0.477 0.431 83 

84 3.871 3.173 2.601 2.000 1.639 1.344 1.196 1.101 1.033 0.920 0.847 0.694 0.618 0.534 0.485 0.437 84 

85 3.891 3.192 2.619 2.016 1.654 1.357 1.209 1.113 1.045 0.930 0.857 0.703 0.626 0.541 0.492 0.444 85 

86 3.910 3.211 2.637 2.033 1.669 1.371 1.222 1.126 1.056 0.941 0.868 0.712 0.635 0.549 0.499 0.451 86 

87 3.930 3.230 2.655 2.049 1.684 1.384 1.234 1.138 1.068 0.953 0.878 0.722 0.644 0.557 0.506 0.458 87 

88 3.950 3.250 2.674 2.066 1.700 1.398 1.248 1.151 1.080 0.964 0.889 0.731 0.652 0.565 0.514 0.465 88 

89 3.970 3.269 2.692 2.083 1.715 1.412 1.261 1.163 1.093 0.975 0.900 0.741 0.661 0.573 0.522 0.472 89 

90 3.990 3.289 2.711 2.100 1.731 1.427 1.274 1.176 1.105 0.987 0.911 0.751 0.671 0.582 0.529 0.479 90 

91 4.010 3.309 2.730 2.117 1.747 1.441 1.288 1.189 1.117 0.999 0.922 0.761 0.680 0.590 0.537 0.487 91 

92 4.031 3.328 2.749 2.134 1.762 1.455 1.301 1.202 1.130 1.010 0.933 0.771 0.689 0.598 0.545 0.494 92 

93 4.051 3.348 2.768 2.152 1.779 1.470 1.315 1.215 1.143 1.022 0.945 0.781 0.699 0.607 0.553 0.502 93 

94 4.071 3.369 2.787 2.169 1.795 1.485 1.329 1.229 1.156 1.034 0.956 0.791 0.708 0.616 0.562 0.509 94 

95 4.092 3.389 2.806 2.187 1.811 1.500 1.343 1.242 1.169 1.047 0.968 0.802 0.718 0.625 0.570 0.517 95 

96 4.113 3.409 2.826 2.205 1.828 1.515 1.357 1.256 1.182 1.059 0.980 0.812 0.728 0.634 0.578 0.525 96 

97 4.134 3.429 2.845 2.223 1.844 1.530 1.372 1.269 1.195 1.072 0.992 0.823 0.738 0.643 0.587 0.533 97 

98 4.154 3.450 2.865 2.241 1.861 1.545 1.386 1.283 1.209 1.084 1.004 0.834 0.748 0.652 0.596 0.542 98 

99 4.175 3.471 2.885 2.259 1.878 1.561 1.401 1.298 1.222 1.097 1.016 0.845 0.758 0.662 0.605 0.550 99 

100 4.197 3.491 2.905 2.278 1.895 1.577 1.416 1.312 1.236 1.110 1.029 0.856 0.768 0.671 0.614 0.558 100 

101 4.211 3.505 2.917 2.288 1.904 1.585 1.423 1.319 1.243 1.116 1.035 0.861 0.773 0.675 0.618 0.562 101 

102 4.226 3.518 2.929 2.298 1.913 1.593 1.431 1.326 1.250 1.123 1.041 0.866 0.778 0.680 0.622 0.566 102 

103 4.241 3.531 2.941 2.309 1.922 1.601 1.438 1.333 1.257 1.129 1.047 0.872 0.783 0.684 0.626 0.570 103 

104 4.255 3.545 2.953 2.319 1.932 1.609 1.446 1.340 1.264 1.136 1.053 0.877 0.788 0.689 0.630 0.574 104 

105 4.270 3.558 2.965 2.329 1.941 1.617 1.453 1.348 1.271 1.142 1.059 0.882 0.793 0.693 0.634 0.578 105 

106 4.285 3.571 2.977 2.340 1.950 1.625 1.461 1.355 1.278 1.149 1.065 0.888 0.798 0.698 0.639 0.581 106 

107 4.300 3.585 2.989 2.350 1.960 1.634 1.469 1.362 1.285 1.155 1.071 0.893 0.803 0.702 0.643 0.585 107 

108 4.315 3.598 3.001 2.361 1.969 1.642 1.477 1.369 1.292 1.162 1.077 0.898 0.808 0.707 0.647 0.589 108 

109 4.330 3.612 3.013 2.371 1.978 1.650 1.484 1.377 1.299 1.168 1.084 0.904 0.813 0.711 0.651 0.593 109 

110 4.345 3.626 3.026 2.382 1.988 1.659 1.492 1.384 1.306 1.175 1.090 0.909 0.818 0.716 0.656 0.597 110 

111 4.360 3.639 3.038 2.393 1.997 1.667 1.500 1.392 1.313 1.181 1.096 0.915 0.823 0.721 0.660 0.602 111 

112 4.375 3.653 3.050 2.403 2.007 1.676 1.508 1.399 1.320 1.188 1.102 0.921 0.828 0.725 0.665 0.606 112 
10 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 0. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs downstream to Fountain Creek at confluence 

with Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 4.390 3.667 3.063 2.414 2.017 1.684 1.516 1.407 1.328 1.195 1.109 0.926 0.834 0.730 0.669 0.610 113


114 4.406 3.681 3.075 2.425 2.026 1.693 1.524 1.414 1.335 1.202 1.115 0.932 0.839 0.735 0.673 0.614 114


115 4.421 3.695 3.088 2.436 2.036 1.701 1.532 1.422 1.342 1.208 1.122 0.938 0.844 0.740 0.678 0.618 115


116 4.436 3.709 3.101 2.447 2.046 1.710 1.540 1.430 1.350 1.215 1.128 0.943 0.849 0.744 0.682 0.622 116


117 4.452 3.723 3.113 2.458 2.055 1.719 1.548 1.437 1.357 1.222 1.135 0.949 0.855 0.749 0.687 0.627 117


118 4.467 3.737 3.126 2.469 2.065 1.728 1.556 1.445 1.364 1.229 1.141 0.955 0.860 0.754 0.691 0.631 118


119 4.483 3.751 3.139 2.480 2.075 1.736 1.564 1.453 1.372 1.236 1.148 0.961 0.866 0.759 0.696 0.635 119


120 4.498 3.765 3.151 2.491 2.085 1.745 1.573 1.461 1.379 1.243 1.155 0.966 0.871 0.764 0.701 0.639 120


121 4.514 3.779 3.164 2.502 2.095 1.754 1.581 1.469 1.387 1.250 1.161 0.972 0.876 0.769 0.705 0.644 121


122 4.530 3.794 3.177 2.513 2.105 1.763 1.589 1.477 1.395 1.257 1.168 0.978 0.882 0.774 0.710 0.648 122


123 4.545 3.808 3.190 2.525 2.115 1.772 1.598 1.485 1.402 1.264 1.175 0.984 0.887 0.779 0.715 0.653 123


124 4.561 3.822 3.203 2.536 2.125 1.781 1.606 1.493 1.410 1.272 1.182 0.990 0.893 0.784 0.720 0.657 124


125 4.577 3.837 3.216 2.547 2.135 1.790 1.615 1.501 1.418 1.279 1.189 0.996 0.899 0.789 0.724 0.661 125


126 4.593 3.851 3.229 2.559 2.146 1.799 1.623 1.509 1.426 1.286 1.195 1.002 0.904 0.794 0.729 0.666 126


127 4.609 3.866 3.243 2.570 2.156 1.808 1.632 1.517 1.433 1.293 1.202 1.009 0.910 0.799 0.734 0.671 127


128 4.625 3.880 3.256 2.582 2.166 1.818 1.640 1.525 1.441 1.301 1.209 1.015 0.916 0.805 0.739 0.675 128


129 4.641 3.895 3.269 2.593 2.177 1.827 1.649 1.533 1.449 1.308 1.216 1.021 0.921 0.810 0.744 0.680 129


130 4.657 3.910 3.283 2.605 2.187 1.836 1.658 1.542 1.457 1.315 1.223 1.027 0.927 0.815 0.749 0.684 130


131 4.673 3.925 3.296 2.617 2.198 1.846 1.666 1.550 1.465 1.323 1.230 1.033 0.933 0.820 0.754 0.689 131


132 4.690 3.940 3.309 2.628 2.208 1.855 1.675 1.558 1.473 1.330 1.238 1.040 0.939 0.826 0.759 0.694 132


133 4.706 3.954 3.323 2.640 2.219 1.864 1.684 1.567 1.481 1.338 1.245 1.046 0.945 0.831 0.764 0.698 133


134 4.722 3.969 3.336 2.652 2.229 1.874 1.693 1.575 1.489 1.346 1.252 1.052 0.951 0.837 0.769 0.703 134


135 4.739 3.984 3.350 2.664 2.240 1.883 1.702 1.584 1.498 1.353 1.259 1.059 0.957 0.842 0.774 0.708 135


136 4.755 3.999 3.364 2.676 2.251 1.893 1.711 1.592 1.506 1.361 1.267 1.065 0.963 0.847 0.779 0.713 136


137 4.772 4.015 3.378 2.688 2.261 1.903 1.720 1.601 1.514 1.369 1.274 1.072 0.969 0.853 0.784 0.718 137


138 4.788 4.030 3.391 2.700 2.272 1.912 1.729 1.609 1.522 1.376 1.281 1.078 0.975 0.859 0.789 0.722 138


139 4.805 4.045 3.405 2.712 2.283 1.922 1.738 1.618 1.531 1.384 1.289 1.085 0.981 0.864 0.795 0.727 139


140 4.822 4.060 3.419 2.724 2.294 1.932 1.747 1.627 1.539 1.392 1.296 1.092 0.987 0.870 0.800 0.732 140


141 4.838 4.076 3.433 2.736 2.305 1.942 1.756 1.636 1.548 1.400 1.304 1.098 0.993 0.875 0.805 0.737 141


142 4.855 4.091 3.447 2.749 2.316 1.952 1.765 1.644 1.556 1.408 1.311 1.105 1.000 0.881 0.811 0.742 142


143 4.872 4.106 3.461 2.761 2.327 1.961 1.775 1.653 1.565 1.416 1.319 1.112 1.006 0.887 0.816 0.747 143


144 4.889 4.122 3.475 2.773 2.338 1.971 1.784 1.662 1.573 1.424 1.326 1.118 1.012 0.893 0.822 0.752 144


145 4.906 4.138 3.489 2.786 2.350 1.982 1.794 1.671 1.582 1.432 1.334 1.125 1.018 0.898 0.827 0.758 145


146 4.923 4.153 3.504 2.798 2.361 1.992 1.803 1.680 1.591 1.440 1.342 1.132 1.025 0.904 0.832 0.763 146


147 4.940 4.169 3.518 2.811 2.372 2.002 1.813 1.689 1.599 1.448 1.350 1.139 1.031 0.910 0.838 0.768 147


148 4.957 4.185 3.532 2.823 2.383 2.012 1.822 1.698 1.608 1.456 1.358 1.146 1.038 0.916 0.844 0.773 148


149 4.975 4.200 3.547 2.836 2.395 2.022 1.832 1.707 1.617 1.465 1.365 1.153 1.044 0.922 0.849 0.778 149


150 4.992 4.216 3.561 2.849 2.406 2.032 1.841 1.717 1.626 1.473 1.373 1.160 1.051 0.928 0.855 0.784 150


151 5.009 4.232 3.576 2.862 2.418 2.043 1.851 1.726 1.635 1.481 1.381 1.167 1.057 0.934 0.861 0.789 151


152 5.027 4.248 3.590 2.874 2.429 2.053 1.861 1.735 1.644 1.490 1.389 1.174 1.064 0.940 0.866 0.794 152


153 5.044 4.264 3.605 2.887 2.441 2.064 1.871 1.745 1.653 1.498 1.397 1.181 1.071 0.946 0.872 0.800 153


154 5.062 4.280 3.620 2.900 2.453 2.074 1.880 1.754 1.662 1.507 1.405 1.189 1.078 0.952 0.878 0.805 154


155 5.079 4.297 3.635 2.913 2.464 2.085 1.890 1.764 1.671 1.515 1.414 1.196 1.084 0.959 0.884 0.811 155


156 5.097 4.313 3.649 2.926 2.476 2.095 1.900 1.773 1.680 1.524 1.422 1.203 1.091 0.965 0.890 0.816 156


157 5.115 4.329 3.664 2.939 2.488 2.106 1.910 1.783 1.689 1.532 1.430 1.210 1.098 0.971 0.895 0.822 157


158 5.132 4.346 3.679 2.953 2.500 2.117 1.920 1.792 1.699 1.541 1.438 1.218 1.105 0.977 0.901 0.827 158


159 5.150 4.362 3.694 2.966 2.512 2.128 1.930 1.802 1.708 1.550 1.447 1.225 1.112 0.984 0.907 0.833 159


160 5.168 4.378 3.709 2.979 2.524 2.138 1.941 1.812 1.717 1.559 1.455 1.233 1.119 0.990 0.913 0.839 160


161 5.186 4.395 3.725 2.993 2.536 2.149 1.951 1.821 1.727 1.568 1.463 1.240 1.126 0.997 0.920 0.844 161


162 5.204 4.412 3.740 3.006 2.548 2.160 1.961 1.831 1.736 1.576 1.472 1.248 1.133 1.003 0.926 0.850 162


163 5.222 4.428 3.755 3.019 2.560 2.171 1.972 1.841 1.746 1.585 1.480 1.255 1.140 1.010 0.932 0.856 163


164 5.240 4.445 3.770 3.033 2.573 2.182 1.982 1.851 1.755 1.594 1.489 1.263 1.147 1.016 0.938 0.862 164


165 5.259 4.462 3.786 3.047 2.585 2.193 1.992 1.861 1.765 1.603 1.498 1.271 1.154 1.023 0.944 0.868 165


166 5.277 4.479 3.801 3.060 2.597 2.205 2.003 1.871 1.775 1.612 1.506 1.279 1.162 1.029 0.951 0.874 166


167 5.295 4.496 3.817 3.074 2.610 2.216 2.013 1.881 1.785 1.622 1.515 1.286 1.169 1.036 0.957 0.880 167


168 5.314 4.513 3.832 3.088 2.622 2.227 2.024 1.891 1.794 1.631 1.524 1.294 1.176 1.043 0.963 0.886 168

Supplemental Information 10 

Table 0. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR13, station 07104905 Monument Creek at Bijou Street at Colorado Springs downstream to Fountain Creek at confluence 

with Monument Creek.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 5.332 4.530 3.848 3.102 2.635 2.238 2.035 1.901 1.804 1.640 1.533 1.302 1.184 1.050 0.970 0.892 169


170 5.351 4.547 3.864 3.116 2.648 2.250 2.045 1.912 1.814 1.649 1.542 1.310 1.191 1.056 0.976 0.898 170


171 5.369 4.564 3.879 3.130 2.660 2.261 2.056 1.922 1.824 1.659 1.551 1.318 1.198 1.063 0.983 0.904 171


172 5.388 4.581 3.895 3.144 2.673 2.273 2.067 1.932 1.834 1.668 1.560 1.326 1.206 1.070 0.989 0.910 172


173 5.407 4.598 3.911 3.158 2.686 2.284 2.078 1.943 1.844 1.678 1.569 1.334 1.214 1.077 0.996 0.916 173


174 5.425 4.616 3.927 3.172 2.699 2.296 2.089 1.953 1.854 1.687 1.578 1.342 1.221 1.084 1.002 0.922 174


175 5.444 4.633 3.943 3.186 2.711 2.308 2.100 1.964 1.865 1.697 1.587 1.350 1.229 1.091 1.009 0.929 175


176 5.463 4.651 3.959 3.200 2.724 2.319 2.111 1.974 1.875 1.706 1.596 1.359 1.237 1.098 1.016 0.935 176


177 5.482 4.668 3.975 3.215 2.738 2.331 2.122 1.985 1.885 1.716 1.605 1.367 1.244 1.105 1.022 0.941 177


178 5.501 4.686 3.992 3.229 2.751 2.343 2.133 1.996 1.895 1.726 1.615 1.375 1.252 1.113 1.029 0.948 178


179 5.520 4.704 4.008 3.244 2.764 2.355 2.144 2.007 1.906 1.735 1.624 1.384 1.260 1.120 1.036 0.954 179


180 5.540 4.722 4.024 3.258 2.777 2.367 2.156 2.017 1.916 1.745 1.633 1.392 1.268 1.127 1.043 0.961 180


181 5.559 4.739 4.041 3.273 2.790 2.379 2.167 2.028 1.927 1.755 1.643 1.401 1.276 1.134 1.050 0.967 181


182 5.578 4.757 4.057 3.287 2.804 2.391 2.179 2.039 1.937 1.765 1.652 1.409 1.284 1.142 1.057 0.974 182


183 5.598 4.775 4.074 3.302 2.817 2.403 2.190 2.050 1.948 1.775 1.662 1.418 1.292 1.149 1.064 0.980 183


184 5.617 4.793 4.091 3.317 2.831 2.416 2.202 2.061 1.959 1.785 1.672 1.426 1.300 1.157 1.071 0.987 184


185 5.637 4.811 4.107 3.332 2.844 2.428 2.213 2.072 1.970 1.795 1.681 1.435 1.308 1.164 1.078 0.994 185


186 5.656 4.830 4.124 3.347 2.858 2.440 2.225 2.084 1.980 1.806 1.691 1.444 1.316 1.172 1.085 1.001 186


187 5.676 4.848 4.141 3.362 2.871 2.453 2.237 2.095 1.991 1.816 1.701 1.453 1.325 1.179 1.092 1.007 187


188 5.696 4.866 4.158 3.377 2.885 2.465 2.248 2.106 2.002 1.826 1.711 1.462 1.333 1.187 1.100 1.014 188


189 5.715 4.885 4.175 3.392 2.899 2.478 2.260 2.117 2.013 1.836 1.721 1.470 1.341 1.195 1.107 1.021 189


190 5.735 4.903 4.192 3.407 2.913 2.490 2.272 2.129 2.024 1.847 1.731 1.479 1.350 1.203 1.114 1.028 190


191 5.755 4.922 4.209 3.422 2.927 2.503 2.284 2.140 2.035 1.857 1.741 1.488 1.358 1.210 1.122 1.035 191


192 5.775 4.940 4.226 3.438 2.941 2.516 2.296 2.152 2.047 1.868 1.751 1.498 1.367 1.218 1.129 1.042 192


193 5.795 4.959 4.243 3.453 2.955 2.528 2.308 2.164 2.058 1.878 1.761 1.507 1.375 1.226 1.137 1.049 193


194 5.815 4.978 4.261 3.469 2.969 2.541 2.320 2.175 2.069 1.889 1.771 1.516 1.384 1.234 1.144 1.056 194


195 5.836 4.996 4.278 3.484 2.983 2.554 2.333 2.187 2.080 1.900 1.781 1.525 1.393 1.242 1.152 1.064 195


196 5.856 5.015 4.296 3.500 2.998 2.567 2.345 2.199 2.092 1.911 1.792 1.534 1.401 1.250 1.160 1.071 196


197 5.876 5.034 4.313 3.516 3.012 2.580 2.357 2.211 2.103 1.921 1.802 1.544 1.410 1.258 1.167 1.078 197


198 5.897 5.053 4.331 3.531 3.026 2.594 2.370 2.223 2.115 1.932 1.812 1.553 1.419 1.267 1.175 1.085 198


199 5.917 5.072 4.348 3.547 3.041 2.607 2.382 2.235 2.127 1.943 1.823 1.563 1.428 1.275 1.183 1.093 199


200 5.938 5.092 4.366 3.563 3.055 2.620 2.395 2.247 2.138 1.954 1.834 1.572 1.437 1.283 1.191 1.100 200

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10 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR14, Fountain Creek at confluence with Monument Creek downstream to station 07105500 Fountain Creek at Colorado 

Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

0.458 0.313 0.214 0.129 0.088 0.060 0.048 0.041 0.036 0.029 0.025 0.017 0.014 0.010 0.009 0.007 1 

0.748 0.514 0.354 0.216 0.148 0.102 0.082 0.070 0.062 0.050 0.043 0.029 0.024 0.018 0.015 0.012 2 

1.219 0.845 0.585 0.360 0.250 0.173 0.140 0.120 0.106 0.086 0.074 0.051 0.041 0.031 0.026 0.022 3 

1.467 1.024 0.715 0.445 0.311 0.217 0.176 0.152 0.135 0.109 0.094 0.066 0.053 0.041 0.034 0.029 4 

1.764 1.242 0.874 0.550 0.387 0.273 0.222 0.192 0.171 0.140 0.121 0.085 0.069 0.053 0.045 0.038 5 

1.990 1.408 0.997 0.631 0.447 0.316 0.258 0.224 0.200 0.164 0.142 0.100 0.082 0.064 0.054 0.045 6 

2.244 1.597 1.136 0.725 0.516 0.367 0.301 0.261 0.234 0.192 0.167 0.119 0.097 0.076 0.064 0.054 7 

2.438 1.742 1.245 0.798 0.571 0.408 0.335 0.291 0.261 0.215 0.187 0.134 0.110 0.086 0.073 0.061 8 

2.649 1.901 1.364 0.880 0.631 0.453 0.373 0.325 0.292 0.241 0.210 0.150 0.124 0.097 0.083 0.070 9 

2.879 2.074 1.495 0.969 0.698 0.503 0.415 0.363 0.326 0.269 0.235 0.169 0.140 0.110 0.094 0.079 10 

3.025 2.187 1.581 1.030 0.745 0.538 0.445 0.389 0.351 0.290 0.254 0.183 0.152 0.119 0.102 0.086 11 

3.178 2.306 1.673 1.095 0.794 0.576 0.478 0.418 0.377 0.313 0.274 0.199 0.165 0.130 0.111 0.094 12 

3.339 2.431 1.770 1.164 0.847 0.617 0.512 0.449 0.405 0.337 0.295 0.215 0.179 0.141 0.121 0.103 13 

3.508 2.563 1.873 1.237 0.904 0.660 0.549 0.482 0.436 0.363 0.318 0.233 0.194 0.154 0.132 0.112 14 

3.686 2.703 1.981 1.314 0.964 0.706 0.589 0.518 0.469 0.391 0.344 0.252 0.210 0.167 0.144 0.123 15 

3.819 2.806 2.062 1.372 1.008 0.741 0.619 0.545 0.493 0.412 0.362 0.266 0.222 0.177 0.153 0.130 16 

3.956 2.914 2.146 1.433 1.055 0.777 0.650 0.573 0.519 0.434 0.382 0.282 0.235 0.188 0.162 0.138 17 

4.098 3.025 2.234 1.496 1.104 0.815 0.683 0.602 0.546 0.457 0.403 0.298 0.249 0.199 0.172 0.147 18 

4.245 3.141 2.325 1.562 1.156 0.855 0.717 0.633 0.575 0.482 0.425 0.315 0.264 0.211 0.183 0.156 19 

4.397 3.262 2.420 1.630 1.209 0.897 0.753 0.666 0.605 0.508 0.449 0.333 0.279 0.224 0.194 0.166 20 

4.483 3.333 2.478 1.675 1.245 0.926 0.778 0.688 0.626 0.526 0.465 0.346 0.291 0.234 0.202 0.174 21 

4.571 3.406 2.538 1.720 1.282 0.955 0.804 0.712 0.647 0.545 0.482 0.359 0.303 0.244 0.211 0.182 22 

4.660 3.480 2.599 1.767 1.320 0.986 0.831 0.736 0.670 0.565 0.500 0.374 0.315 0.254 0.220 0.190 23 

4.752 3.556 2.662 1.815 1.359 1.017 0.858 0.761 0.693 0.585 0.519 0.388 0.328 0.265 0.230 0.198 24 

4.845 3.634 2.726 1.864 1.399 1.049 0.887 0.787 0.718 0.606 0.538 0.404 0.341 0.276 0.240 0.207 25 

4.939 3.714 2.792 1.915 1.440 1.083 0.916 0.814 0.743 0.628 0.558 0.420 0.355 0.288 0.251 0.216 26 

5.036 3.795 2.860 1.967 1.482 1.117 0.947 0.842 0.768 0.651 0.579 0.436 0.370 0.300 0.262 0.226 27 

5.135 3.878 2.929 2.021 1.526 1.152 0.978 0.870 0.795 0.675 0.601 0.453 0.385 0.313 0.273 0.236 28 

5.235 3.962 2.999 2.075 1.571 1.189 1.010 0.900 0.823 0.699 0.623 0.471 0.401 0.326 0.285 0.247 29 

5.338 4.049 3.072 2.132 1.617 1.227 1.044 0.931 0.851 0.725 0.646 0.490 0.417 0.340 0.297 0.258 30 

5.405 4.107 3.121 2.171 1.650 1.254 1.068 0.953 0.872 0.743 0.663 0.504 0.429 0.350 0.307 0.266 31 

5.473 4.166 3.171 2.211 1.683 1.281 1.092 0.975 0.893 0.761 0.680 0.517 0.441 0.361 0.316 0.275 32 

5.542 4.226 3.222 2.251 1.717 1.309 1.117 0.998 0.915 0.781 0.697 0.532 0.454 0.372 0.326 0.283 33 

5.612 4.286 3.274 2.293 1.751 1.338 1.143 1.022 0.937 0.800 0.716 0.547 0.467 0.383 0.336 0.292 34 

5.683 4.348 3.327 2.335 1.786 1.367 1.169 1.046 0.959 0.820 0.734 0.562 0.480 0.394 0.346 0.302 35 

5.754 4.410 3.380 2.378 1.822 1.397 1.195 1.070 0.983 0.841 0.753 0.577 0.494 0.406 0.357 0.311 36 

5.827 4.473 3.434 2.421 1.859 1.427 1.223 1.096 1.006 0.862 0.773 0.593 0.508 0.418 0.368 0.321 37 

5.900 4.537 3.489 2.466 1.896 1.458 1.251 1.122 1.031 0.884 0.793 0.610 0.523 0.431 0.379 0.331 38 

5.975 4.603 3.546 2.511 1.935 1.490 1.279 1.148 1.056 0.906 0.813 0.626 0.538 0.444 0.391 0.342 39 

6.050 4.668 3.602 2.557 1.973 1.523 1.309 1.175 1.081 0.929 0.834 0.644 0.553 0.457 0.403 0.353 40 

6.105 4.717 3.645 2.592 2.003 1.548 1.331 1.196 1.101 0.947 0.851 0.657 0.565 0.468 0.412 0.361 41 

6.160 4.766 3.688 2.628 2.033 1.573 1.354 1.218 1.121 0.965 0.867 0.671 0.578 0.478 0.422 0.370 42 

6.216 4.816 3.732 2.664 2.064 1.599 1.378 1.239 1.142 0.983 0.885 0.685 0.590 0.489 0.432 0.379 43 

6.272 4.867 3.776 2.700 2.095 1.626 1.402 1.262 1.163 1.002 0.902 0.700 0.603 0.501 0.443 0.388 44 

6.329 4.917 3.821 2.737 2.127 1.653 1.426 1.284 1.184 1.021 0.920 0.715 0.617 0.512 0.453 0.398 45 

6.386 4.969 3.866 2.775 2.159 1.680 1.451 1.307 1.206 1.041 0.938 0.730 0.630 0.524 0.464 0.408 46 

6.444 5.021 3.912 2.813 2.191 1.708 1.476 1.330 1.228 1.061 0.957 0.745 0.644 0.536 0.475 0.418 47 

6.502 5.073 3.958 2.851 2.225 1.736 1.501 1.354 1.250 1.081 0.975 0.761 0.658 0.548 0.486 0.428 48 

6.561 5.126 4.005 2.890 2.258 1.764 1.527 1.379 1.273 1.102 0.995 0.777 0.673 0.561 0.498 0.438 49 

6.620 5.180 4.052 2.930 2.292 1.793 1.554 1.403 1.297 1.123 1.014 0.794 0.688 0.574 0.509 0.449 50 

6.656 5.212 4.081 2.954 2.313 1.811 1.570 1.418 1.311 1.136 1.027 0.804 0.697 0.582 0.517 0.456 51 

6.692 5.245 4.111 2.979 2.334 1.829 1.586 1.434 1.326 1.149 1.039 0.814 0.706 0.590 0.524 0.462 52 

6.729 5.278 4.140 3.003 2.356 1.848 1.603 1.449 1.340 1.163 1.051 0.825 0.715 0.598 0.532 0.469 53 

6.765 5.311 4.170 3.028 2.377 1.866 1.620 1.465 1.355 1.176 1.064 0.835 0.725 0.607 0.539 0.476 54 

6.802 5.345 4.199 3.053 2.399 1.885 1.637 1.481 1.370 1.190 1.077 0.846 0.735 0.615 0.547 0.483 55 

6.839 5.378 4.229 3.078 2.421 1.904 1.654 1.497 1.386 1.204 1.090 0.857 0.745 0.624 0.555 0.490 56 
Supplemental Information 10 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR14, Fountain Creek at confluence with Monument Creek downstream to station 07105500 Fountain Creek at Colorado 

Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 6.876 5.412 4.260 3.104 2.443 1.923 1.671 1.513 1.401 1.218 1.103 0.868 0.754 0.632 0.563 0.498 57


58 6.914 5.446 4.290 3.130 2.465 1.942 1.689 1.530 1.417 1.232 1.116 0.879 0.765 0.641 0.571 0.505 58


59 6.951 5.480 4.321 3.155 2.488 1.961 1.707 1.546 1.432 1.246 1.129 0.890 0.775 0.650 0.579 0.513 59


60 6.989 5.515 4.352 3.182 2.510 1.981 1.725 1.563 1.448 1.261 1.143 0.902 0.785 0.659 0.588 0.520 60


61 7.027 5.550 4.383 3.208 2.533 2.001 1.743 1.580 1.464 1.276 1.156 0.913 0.796 0.668 0.596 0.528 61


62 7.066 5.585 4.414 3.235 2.557 2.021 1.761 1.597 1.481 1.290 1.170 0.925 0.806 0.678 0.605 0.536 62


63 7.104 5.620 4.446 3.261 2.580 2.041 1.779 1.615 1.497 1.305 1.184 0.937 0.817 0.687 0.613 0.544 63


64 7.143 5.655 4.477 3.288 2.603 2.061 1.798 1.632 1.514 1.321 1.199 0.949 0.828 0.697 0.622 0.552 64


65 7.181 5.691 4.509 3.316 2.627 2.082 1.817 1.650 1.531 1.336 1.213 0.961 0.839 0.707 0.631 0.560 65


66 7.221 5.726 4.542 3.343 2.651 2.103 1.836 1.668 1.548 1.351 1.227 0.974 0.850 0.717 0.640 0.568 66


67 7.260 5.763 4.574 3.371 2.675 2.124 1.855 1.686 1.565 1.367 1.242 0.986 0.861 0.727 0.650 0.577 67


68 7.299 5.799 4.607 3.399 2.700 2.145 1.875 1.704 1.582 1.383 1.257 0.999 0.873 0.737 0.659 0.585 68


69 7.339 5.835 4.640 3.427 2.725 2.166 1.894 1.723 1.600 1.399 1.272 1.011 0.885 0.747 0.668 0.594 69


70 7.379 5.872 4.673 3.455 2.749 2.188 1.914 1.741 1.618 1.415 1.287 1.024 0.896 0.757 0.678 0.603 70


71 7.419 5.909 4.706 3.484 2.775 2.210 1.934 1.760 1.636 1.432 1.303 1.038 0.908 0.768 0.688 0.612 71


72 7.459 5.946 4.740 3.513 2.800 2.232 1.955 1.779 1.654 1.449 1.318 1.051 0.920 0.779 0.698 0.621 72


73 7.500 5.984 4.774 3.542 2.825 2.254 1.975 1.798 1.672 1.465 1.334 1.064 0.933 0.790 0.708 0.630 73


74 7.541 6.021 4.808 3.571 2.851 2.277 1.996 1.818 1.691 1.482 1.350 1.078 0.945 0.801 0.718 0.639 74


75 7.582 6.059 4.842 3.600 2.877 2.299 2.017 1.838 1.710 1.500 1.366 1.092 0.958 0.812 0.728 0.649 75


76 7.623 6.097 4.877 3.630 2.904 2.322 2.038 1.858 1.729 1.517 1.383 1.106 0.971 0.823 0.739 0.659 76


77 7.665 6.136 4.912 3.660 2.930 2.346 2.059 1.878 1.748 1.535 1.399 1.120 0.984 0.835 0.749 0.668 77


78 7.706 6.174 4.947 3.691 2.957 2.369 2.081 1.898 1.767 1.553 1.416 1.135 0.997 0.846 0.760 0.678 78


79 7.748 6.213 4.982 3.721 2.984 2.393 2.103 1.919 1.787 1.571 1.433 1.149 1.010 0.858 0.771 0.688 79


80 7.790 6.252 5.018 3.752 3.011 2.417 2.125 1.940 1.807 1.589 1.450 1.164 1.023 0.870 0.782 0.698 80


81 7.833 6.292 5.054 3.783 3.039 2.441 2.147 1.961 1.827 1.607 1.468 1.179 1.037 0.882 0.793 0.709 81


82 7.875 6.331 5.090 3.814 3.066 2.465 2.170 1.982 1.847 1.626 1.485 1.194 1.051 0.895 0.805 0.719 82


83 7.918 6.371 5.126 3.846 3.095 2.490 2.193 2.003 1.868 1.645 1.503 1.209 1.065 0.907 0.816 0.730 83


84 7.961 6.411 5.163 3.878 3.123 2.515 2.216 2.025 1.889 1.664 1.521 1.225 1.079 0.920 0.828 0.741 84


85 8.005 6.452 5.200 3.910 3.151 2.540 2.239 2.047 1.910 1.683 1.539 1.241 1.094 0.933 0.840 0.752 85


86 8.048 6.492 5.237 3.942 3.180 2.565 2.262 2.069 1.931 1.703 1.558 1.257 1.108 0.946 0.852 0.763 86


87 8.092 6.533 5.275 3.975 3.209 2.591 2.286 2.092 1.953 1.723 1.576 1.273 1.123 0.959 0.865 0.774 87


88 8.136 6.574 5.312 4.008 3.238 2.617 2.310 2.114 1.974 1.743 1.595 1.289 1.138 0.972 0.877 0.786 88


89 8.180 6.616 5.350 4.041 3.268 2.643 2.334 2.137 1.996 1.763 1.614 1.306 1.153 0.986 0.890 0.798 89


90 8.225 6.657 5.388 4.075 3.298 2.669 2.359 2.161 2.018 1.784 1.634 1.322 1.169 1.000 0.902 0.809 90


91 8.270 6.699 5.427 4.108 3.328 2.696 2.384 2.184 2.041 1.804 1.653 1.339 1.184 1.014 0.915 0.821 91


92 8.315 6.741 5.466 4.142 3.358 2.723 2.409 2.208 2.064 1.825 1.673 1.357 1.200 1.028 0.929 0.834 92


93 8.360 6.784 5.505 4.177 3.389 2.750 2.434 2.232 2.087 1.847 1.693 1.374 1.216 1.042 0.942 0.846 93


94 8.405 6.826 5.544 4.211 3.420 2.778 2.459 2.256 2.110 1.868 1.714 1.392 1.232 1.057 0.956 0.858 94


95 8.451 6.869 5.584 4.246 3.451 2.805 2.485 2.280 2.133 1.890 1.734 1.410 1.249 1.072 0.969 0.871 95


96 8.497 6.913 5.624 4.281 3.483 2.833 2.511 2.305 2.157 1.912 1.755 1.428 1.265 1.087 0.983 0.884 96


97 8.543 6.956 5.664 4.317 3.515 2.862 2.538 2.330 2.181 1.934 1.776 1.446 1.282 1.102 0.997 0.897 97


98 8.590 7.000 5.704 4.352 3.547 2.890 2.564 2.355 2.205 1.956 1.797 1.465 1.299 1.117 1.012 0.911 98


99 8.636 7.044 5.745 4.388 3.579 2.919 2.591 2.381 2.230 1.979 1.819 1.483 1.317 1.133 1.026 0.924 99


100 8.683 7.088 5.786 4.425 3.612 2.948 2.618 2.407 2.255 2.002 1.840 1.502 1.334 1.149 1.041 0.938 100


101 8.708 7.111 5.807 4.442 3.628 2.962 2.631 2.419 2.266 2.013 1.851 1.511 1.342 1.156 1.048 0.944 101


102 8.732 7.133 5.827 4.460 3.643 2.976 2.644 2.431 2.278 2.024 1.861 1.520 1.351 1.164 1.055 0.951 102


103 8.757 7.156 5.848 4.478 3.659 2.990 2.657 2.444 2.290 2.035 1.871 1.529 1.359 1.171 1.062 0.957 103


104 8.781 7.178 5.868 4.496 3.675 3.004 2.670 2.456 2.302 2.046 1.882 1.538 1.367 1.178 1.069 0.963 104


105 8.806 7.201 5.889 4.514 3.691 3.019 2.684 2.469 2.314 2.057 1.892 1.547 1.376 1.186 1.076 0.970 105


106 8.830 7.224 5.910 4.532 3.707 3.033 2.697 2.481 2.326 2.068 1.903 1.557 1.384 1.194 1.083 0.976 106


107 8.855 7.247 5.930 4.550 3.724 3.047 2.710 2.494 2.338 2.079 1.913 1.566 1.392 1.201 1.090 0.983 107


108 8.880 7.269 5.951 4.568 3.740 3.062 2.723 2.506 2.350 2.090 1.924 1.575 1.401 1.209 1.097 0.990 108


109 8.905 7.292 5.972 4.586 3.756 3.076 2.737 2.519 2.362 2.102 1.935 1.584 1.410 1.217 1.104 0.996 109


110 8.930 7.316 5.993 4.605 3.772 3.090 2.750 2.532 2.374 2.113 1.945 1.594 1.418 1.224 1.112 1.003 110


111 8.955 7.339 6.014 4.623 3.789 3.105 2.764 2.545 2.387 2.125 1.956 1.603 1.427 1.232 1.119 1.010 111


112 8.980 7.362 6.036 4.642 3.805 3.120 2.778 2.558 2.399 2.136 1.967 1.613 1.436 1.240 1.126 1.017 112

10 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR14, Fountain Creek at confluence with Monument Creek downstream to station 07105500 Fountain Creek at Colorado 

Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 9.005 7.385 6.057 4.660 3.822 3.134 2.791 2.571 2.412 2.148 1.978 1.622 1.444 1.248 1.134 1.024 113


114 9.030 7.408 6.078 4.679 3.839 3.149 2.805 2.584 2.424 2.159 1.989 1.632 1.453 1.256 1.141 1.030 114


115 9.055 7.432 6.099 4.697 3.855 3.164 2.819 2.597 2.437 2.171 2.000 1.641 1.462 1.264 1.149 1.037 115


116 9.081 7.455 6.121 4.716 3.872 3.179 2.833 2.610 2.449 2.183 2.011 1.651 1.471 1.272 1.156 1.044 116


117 9.106 7.479 6.142 4.735 3.889 3.194 2.847 2.623 2.462 2.194 2.022 1.661 1.480 1.280 1.164 1.052 117


118 9.132 7.502 6.164 4.754 3.906 3.209 2.861 2.637 2.475 2.206 2.033 1.671 1.489 1.288 1.171 1.059 118


119 9.157 7.526 6.186 4.773 3.923 3.224 2.875 2.650 2.488 2.218 2.045 1.681 1.498 1.297 1.179 1.066 119


120 9.183 7.550 6.208 4.792 3.940 3.239 2.889 2.663 2.501 2.230 2.056 1.691 1.508 1.305 1.187 1.073 120


121 9.209 7.574 6.229 4.811 3.957 3.255 2.903 2.677 2.514 2.242 2.068 1.701 1.517 1.313 1.195 1.080 121


122 9.234 7.598 6.251 4.830 3.974 3.270 2.917 2.691 2.527 2.254 2.079 1.711 1.526 1.322 1.202 1.088 122


123 9.260 7.622 6.273 4.850 3.992 3.285 2.932 2.704 2.540 2.266 2.091 1.721 1.535 1.330 1.210 1.095 123


124 9.286 7.646 6.295 4.869 4.009 3.301 2.946 2.718 2.553 2.279 2.102 1.731 1.545 1.339 1.218 1.102 124


125 9.312 7.670 6.318 4.889 4.027 3.317 2.961 2.732 2.566 2.291 2.114 1.741 1.554 1.347 1.226 1.110 125


126 9.338 7.694 6.340 4.908 4.044 3.332 2.975 2.746 2.580 2.303 2.126 1.751 1.564 1.356 1.234 1.117 126


127 9.364 7.719 6.362 4.928 4.062 3.348 2.990 2.760 2.593 2.316 2.137 1.762 1.573 1.365 1.242 1.125 127


128 9.391 7.743 6.385 4.947 4.079 3.364 3.005 2.774 2.607 2.328 2.149 1.772 1.583 1.373 1.251 1.132 128


129 9.417 7.767 6.407 4.967 4.097 3.380 3.020 2.788 2.620 2.341 2.161 1.783 1.593 1.382 1.259 1.140 129


130 9.443 7.792 6.430 4.987 4.115 3.396 3.034 2.802 2.634 2.354 2.173 1.793 1.603 1.391 1.267 1.148 130


131 9.470 7.817 6.452 5.007 4.133 3.412 3.049 2.816 2.647 2.366 2.185 1.804 1.612 1.400 1.275 1.155 131


132 9.496 7.841 6.475 5.027 4.151 3.428 3.064 2.830 2.661 2.379 2.197 1.815 1.622 1.409 1.284 1.163 132


133 9.523 7.866 6.498 5.047 4.169 3.444 3.080 2.845 2.675 2.392 2.210 1.825 1.632 1.418 1.292 1.171 133


134 9.549 7.891 6.521 5.067 4.187 3.460 3.095 2.859 2.689 2.405 2.222 1.836 1.642 1.427 1.301 1.179 134


135 9.576 7.916 6.544 5.088 4.205 3.476 3.110 2.874 2.703 2.418 2.234 1.847 1.652 1.436 1.309 1.187 135


136 9.603 7.941 6.567 5.108 4.224 3.493 3.125 2.888 2.717 2.431 2.247 1.858 1.662 1.445 1.318 1.195 136


137 9.630 7.966 6.590 5.128 4.242 3.509 3.141 2.903 2.731 2.444 2.259 1.869 1.673 1.454 1.326 1.203 137


138 9.657 7.991 6.613 5.149 4.261 3.526 3.156 2.918 2.745 2.457 2.272 1.880 1.683 1.464 1.335 1.211 138


139 9.684 8.016 6.636 5.169 4.279 3.542 3.172 2.932 2.759 2.471 2.284 1.891 1.693 1.473 1.344 1.219 139


140 9.711 8.042 6.660 5.190 4.298 3.559 3.187 2.947 2.774 2.484 2.297 1.902 1.703 1.482 1.353 1.228 140


141 9.738 8.067 6.683 5.211 4.317 3.576 3.203 2.962 2.788 2.497 2.310 1.913 1.714 1.492 1.362 1.236 141


142 9.765 8.093 6.706 5.232 4.335 3.593 3.219 2.977 2.803 2.511 2.323 1.925 1.724 1.501 1.371 1.244 142


143 9.793 8.118 6.730 5.252 4.354 3.610 3.235 2.993 2.817 2.525 2.336 1.936 1.735 1.511 1.380 1.253 143


144 9.820 8.144 6.754 5.273 4.373 3.627 3.251 3.008 2.832 2.538 2.349 1.948 1.746 1.521 1.389 1.261 144


145 9.848 8.170 6.778 5.295 4.392 3.644 3.267 3.023 2.847 2.552 2.362 1.959 1.756 1.530 1.398 1.270 145


146 9.875 8.195 6.801 5.316 4.411 3.661 3.283 3.038 2.861 2.566 2.375 1.971 1.767 1.540 1.407 1.278 146


147 9.903 8.221 6.825 5.337 4.431 3.678 3.299 3.054 2.876 2.580 2.388 1.982 1.778 1.550 1.416 1.287 147


148 9.931 8.247 6.849 5.358 4.450 3.696 3.315 3.069 2.891 2.593 2.401 1.994 1.789 1.560 1.426 1.296 148


149 9.959 8.273 6.873 5.380 4.469 3.713 3.332 3.085 2.906 2.607 2.414 2.006 1.800 1.570 1.435 1.304 149


150 9.986 8.299 6.898 5.401 4.489 3.731 3.348 3.101 2.921 2.622 2.428 2.018 1.811 1.580 1.444 1.313 150


151 10.014 8.326 6.922 5.423 4.508 3.748 3.364 3.116 2.936 2.636 2.441 2.030 1.822 1.590 1.454 1.322 151


152 10.042 8.352 6.946 5.444 4.528 3.766 3.381 3.132 2.952 2.650 2.455 2.042 1.833 1.600 1.463 1.331 152


153 10.071 8.378 6.971 5.466 4.548 3.784 3.398 3.148 2.967 2.664 2.469 2.054 1.844 1.610 1.473 1.340 153


154 10.099 8.405 6.995 5.488 4.568 3.802 3.414 3.164 2.982 2.679 2.482 2.066 1.856 1.621 1.483 1.349 154


155 10.127 8.431 7.020 5.510 4.588 3.819 3.431 3.180 2.998 2.693 2.496 2.078 1.867 1.631 1.492 1.358 155


156 10.155 8.458 7.045 5.532 4.608 3.837 3.448 3.196 3.013 2.708 2.510 2.090 1.878 1.642 1.502 1.367 156


157 10.184 8.485 7.069 5.554 4.628 3.856 3.465 3.212 3.029 2.722 2.524 2.103 1.890 1.652 1.512 1.376 157


158 10.212 8.512 7.094 5.576 4.648 3.874 3.482 3.229 3.045 2.737 2.538 2.115 1.901 1.663 1.522 1.386 158


159 10.241 8.539 7.119 5.599 4.668 3.892 3.499 3.245 3.061 2.752 2.552 2.128 1.913 1.673 1.532 1.395 159


160 10.270 8.566 7.144 5.621 4.688 3.910 3.517 3.262 3.077 2.767 2.566 2.140 1.925 1.684 1.542 1.405 160


161 10.298 8.593 7.170 5.643 4.709 3.929 3.534 3.278 3.093 2.782 2.580 2.153 1.937 1.695 1.552 1.414 161


162 10.327 8.620 7.195 5.666 4.729 3.947 3.551 3.295 3.109 2.797 2.595 2.166 1.949 1.706 1.562 1.424 162


163 10.356 8.647 7.220 5.689 4.750 3.966 3.569 3.312 3.125 2.812 2.609 2.179 1.960 1.716 1.573 1.433 163


164 10.385 8.674 7.246 5.711 4.771 3.985 3.587 3.328 3.141 2.827 2.624 2.191 1.972 1.727 1.583 1.443 164


165 10.414 8.702 7.271 5.734 4.791 4.004 3.604 3.345 3.157 2.842 2.638 2.204 1.985 1.738 1.593 1.453 165


166 10.443 8.729 7.297 5.757 4.812 4.022 3.622 3.362 3.174 2.858 2.653 2.217 1.997 1.750 1.604 1.462 166


167 10.473 8.757 7.322 5.780 4.833 4.041 3.640 3.379 3.190 2.873 2.668 2.231 2.009 1.761 1.614 1.472 167


168 10.502 8.784 7.348 5.803 4.854 4.060 3.658 3.397 3.207 2.889 2.682 2.244 2.021 1.772 1.625 1.482 168

Supplemental Information 10 

Table 1. Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows 

for subreach MSR14, Fountain Creek at confluence with Monument Creek downstream to station 07105500 Fountain Creek at Colorado 

Springs.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 10.531 8.812 7.374 5.826 4.875 4.080 3.676 3.414 3.223 2.904 2.697 2.257 2.034 1.783 1.636 1.492 169


170 10.561 8.840 7.400 5.850 4.897 4.099 3.694 3.431 3.240 2.920 2.712 2.270 2.046 1.795 1.646 1.502 170


171 10.590 8.868 7.426 5.873 4.918 4.118 3.712 3.449 3.257 2.936 2.727 2.284 2.059 1.806 1.657 1.513 171


172 10.620 8.896 7.452 5.897 4.939 4.138 3.730 3.466 3.274 2.952 2.743 2.297 2.071 1.818 1.668 1.523 172


173 10.650 8.924 7.478 5.920 4.961 4.157 3.749 3.484 3.291 2.968 2.758 2.311 2.084 1.829 1.679 1.533 173


174 10.680 8.952 7.505 5.944 4.983 4.177 3.767 3.501 3.308 2.984 2.773 2.325 2.097 1.841 1.690 1.543 174


175 10.709 8.981 7.531 5.967 5.004 4.196 3.786 3.519 3.325 3.000 2.788 2.338 2.110 1.853 1.701 1.554 175


176 10.739 9.009 7.558 5.991 5.026 4.216 3.804 3.537 3.342 3.016 2.804 2.352 2.122 1.865 1.712 1.564 176


177 10.770 9.037 7.584 6.015 5.048 4.236 3.823 3.555 3.360 3.032 2.820 2.366 2.135 1.877 1.724 1.575 177


178 10.800 9.066 7.611 6.039 5.070 4.256 3.842 3.573 3.377 3.049 2.835 2.380 2.149 1.889 1.735 1.585 178


179 10.830 9.095 7.638 6.063 5.092 4.276 3.861 3.591 3.395 3.065 2.851 2.394 2.162 1.901 1.746 1.596 179


180 10.860 9.123 7.665 6.088 5.114 4.296 3.880 3.609 3.412 3.082 2.867 2.408 2.175 1.913 1.758 1.607 180


181 10.891 9.152 7.692 6.112 5.136 4.317 3.899 3.628 3.430 3.098 2.883 2.423 2.188 1.925 1.769 1.618 181


182 10.921 9.181 7.719 6.136 5.159 4.337 3.918 3.646 3.448 3.115 2.899 2.437 2.202 1.937 1.781 1.629 182


183 10.952 9.210 7.746 6.161 5.181 4.357 3.938 3.665 3.466 3.132 2.915 2.451 2.215 1.950 1.793 1.640 183


184 10.982 9.239 7.773 6.186 5.204 4.378 3.957 3.683 3.484 3.149 2.931 2.466 2.229 1.962 1.804 1.651 184


185 11.013 9.268 7.800 6.210 5.227 4.399 3.977 3.702 3.502 3.166 2.947 2.480 2.242 1.975 1.816 1.662 185


186 11.044 9.298 7.828 6.235 5.249 4.419 3.996 3.721 3.520 3.183 2.964 2.495 2.256 1.987 1.828 1.673 186


187 11.075 9.327 7.855 6.260 5.272 4.440 4.016 3.740 3.538 3.200 2.980 2.510 2.270 2.000 1.840 1.685 187


188 11.106 9.357 7.883 6.285 5.295 4.461 4.036 3.759 3.557 3.218 2.997 2.525 2.284 2.013 1.852 1.696 188


189 11.137 9.386 7.911 6.310 5.318 4.482 4.056 3.778 3.575 3.235 3.013 2.540 2.298 2.026 1.864 1.707 189


190 11.168 9.416 7.939 6.335 5.341 4.503 4.076 3.797 3.594 3.252 3.030 2.555 2.312 2.039 1.877 1.719 190


191 11.200 9.446 7.967 6.361 5.365 4.525 4.096 3.816 3.613 3.270 3.047 2.570 2.326 2.052 1.889 1.731 191


192 11.231 9.475 7.995 6.386 5.388 4.546 4.116 3.836 3.631 3.288 3.064 2.585 2.340 2.065 1.901 1.742 192


193 11.262 9.505 8.023 6.412 5.412 4.567 4.136 3.855 3.650 3.305 3.081 2.600 2.355 2.078 1.914 1.754 193


194 11.294 9.535 8.051 6.437 5.435 4.589 4.156 3.875 3.669 3.323 3.098 2.616 2.369 2.091 1.927 1.766 194


195 11.325 9.566 8.079 6.463 5.459 4.611 4.177 3.894 3.688 3.341 3.115 2.631 2.384 2.105 1.939 1.778 195


196 11.357 9.596 8.108 6.489 5.483 4.632 4.198 3.914 3.707 3.359 3.133 2.647 2.398 2.118 1.952 1.790 196


197 11.389 9.626 8.136 6.515 5.506 4.654 4.218 3.934 3.727 3.378 3.150 2.662 2.413 2.132 1.965 1.802 197


198 11.421 9.657 8.165 6.541 5.530 4.676 4.239 3.954 3.746 3.396 3.167 2.678 2.428 2.145 1.978 1.814 198


199 11.453 9.687 8.194 6.567 5.555 4.698 4.260 3.974 3.765 3.414 3.185 2.694 2.443 2.159 1.991 1.826 199


200 11.485 9.718 8.222 6.593 5.579 4.720 4.281 3.994 3.785 3.433 3.203 2.710 2.458 2.173 2.004 1.839 200

treatment facility.—Continued 

10 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR15, station 07105500 Fountain Creek at Colorado Springs downstream to Fountain Creek at Las Vegas Street wastewater-

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater 

flow 0 1   10 0 0 0 0  100 00 00 00 00 1,000 water flow 

1 0.235 0.163 0.113 0.069 0.048 0.033 0.027 0.023 0.020 0.016 0.014 0.010 0.008 0.006 0.005 0.004 1 

2 0.389 0.271 0.188 0.117 0.081 0.057 0.046 0.039 0.035 0.028 0.024 0.017 0.014 0.010 0.009 0.007 2 

3 0.643 0.450 0.315 0.196 0.138 0.096 0.078 0.067 0.060 0.049 0.042 0.029 0.024 0.018 0.015 0.013 3 

4 0.804 0.564 0.396 0.248 0.175 0.123 0.100 0.086 0.077 0.062 0.054 0.038 0.031 0.024 0.020 0.017 4 

5 1.004 0.708 0.499 0.314 0.222 0.156 0.127 0.110 0.098 0.080 0.069 0.049 0.040 0.031 0.026 0.022 5 

6 1.146 0.811 0.574 0.363 0.257 0.182 0.149 0.129 0.115 0.094 0.082 0.058 0.047 0.037 0.031 0.026 6 

7 1.308 0.929 0.660 0.420 0.299 0.212 0.174 0.151 0.135 0.111 0.096 0.068 0.056 0.043 0.037 0.031 7 

8 1.421 1.013 0.723 0.463 0.330 0.236 0.193 0.168 0.151 0.124 0.108 0.077 0.063 0.049 0.042 0.035 8 

9 1.543 1.105 0.792 0.509 0.365 0.261 0.215 0.187 0.168 0.138 0.120 0.086 0.071 0.055 0.047 0.040 9 

10 1.676 1.206 0.867 0.561 0.403 0.290 0.239 0.209 0.188 0.155 0.135 0.097 0.080 0.063 0.054 0.045 10 

11 1.755 1.267 0.915 0.595 0.429 0.310 0.256 0.224 0.201 0.167 0.145 0.105 0.087 0.068 0.058 0.049 11 

12 1.838 1.332 0.965 0.631 0.457 0.331 0.274 0.240 0.216 0.179 0.157 0.114 0.094 0.074 0.064 0.054 12 

13 1.925 1.400 1.019 0.669 0.487 0.354 0.294 0.257 0.232 0.193 0.169 0.123 0.102 0.081 0.069 0.059 13 

14 2.016 1.472 1.075 0.709 0.518 0.378 0.315 0.276 0.250 0.208 0.182 0.133 0.111 0.088 0.075 0.064 14 

15 2.111 1.547 1.134 0.752 0.551 0.404 0.337 0.296 0.268 0.224 0.197 0.144 0.120 0.095 0.082 0.070 15 

16 2.179 1.602 1.178 0.784 0.576 0.424 0.354 0.311 0.282 0.235 0.207 0.152 0.127 0.101 0.087 0.074 16 

17 2.251 1.659 1.223 0.817 0.602 0.444 0.371 0.327 0.296 0.248 0.218 0.161 0.135 0.108 0.093 0.079 17 

18 2.324 1.718 1.269 0.851 0.629 0.465 0.390 0.344 0.312 0.261 0.230 0.170 0.143 0.114 0.099 0.084 18 

19 2.400 1.779 1.318 0.887 0.657 0.487 0.409 0.361 0.328 0.275 0.243 0.180 0.151 0.121 0.105 0.090 19 

20 2.478 1.842 1.368 0.924 0.687 0.510 0.429 0.379 0.345 0.290 0.256 0.190 0.160 0.129 0.111 0.095 20 

21 2.530 1.884 1.403 0.950 0.707 0.527 0.443 0.392 0.357 0.300 0.266 0.198 0.166 0.134 0.116 0.100 21 

22 2.583 1.927 1.438 0.976 0.728 0.544 0.458 0.406 0.369 0.311 0.275 0.205 0.173 0.140 0.121 0.104 22 

23 2.637 1.972 1.474 1.004 0.750 0.561 0.473 0.419 0.382 0.322 0.285 0.213 0.180 0.145 0.126 0.109 23 

24 2.692 2.017 1.511 1.031 0.773 0.579 0.489 0.434 0.395 0.334 0.296 0.222 0.187 0.151 0.132 0.113 24 

25 2.748 2.063 1.549 1.060 0.796 0.597 0.505 0.448 0.409 0.346 0.307 0.230 0.195 0.158 0.137 0.118 25 

26 2.806 2.111 1.588 1.090 0.820 0.617 0.522 0.464 0.423 0.358 0.318 0.239 0.203 0.164 0.143 0.124 26 

27 2.865 2.159 1.627 1.120 0.844 0.636 0.539 0.480 0.438 0.371 0.330 0.249 0.211 0.171 0.149 0.129 27 

28 2.924 2.209 1.668 1.151 0.869 0.657 0.557 0.496 0.453 0.385 0.342 0.258 0.219 0.178 0.156 0.135 28 

29 2.986 2.259 1.710 1.183 0.895 0.678 0.576 0.513 0.469 0.398 0.355 0.269 0.228 0.186 0.162 0.141 29 

30 3.048 2.311 1.753 1.216 0.922 0.699 0.595 0.530 0.485 0.413 0.368 0.279 0.237 0.193 0.169 0.147 30 

31 3.089 2.346 1.782 1.239 0.941 0.715 0.608 0.543 0.497 0.423 0.377 0.287 0.244 0.199 0.174 0.151 31 

32 3.130 2.381 1.812 1.262 0.960 0.730 0.622 0.555 0.509 0.434 0.387 0.294 0.251 0.205 0.180 0.156 32 

33 3.172 2.417 1.842 1.285 0.979 0.746 0.636 0.569 0.521 0.444 0.397 0.302 0.258 0.211 0.185 0.161 33 

34 3.215 2.453 1.872 1.309 0.999 0.763 0.651 0.582 0.533 0.455 0.407 0.311 0.265 0.217 0.191 0.166 34 

35 3.258 2.490 1.903 1.334 1.020 0.779 0.666 0.596 0.546 0.467 0.417 0.319 0.273 0.224 0.196 0.171 35 

36 3.302 2.528 1.935 1.359 1.040 0.796 0.681 0.610 0.559 0.478 0.428 0.328 0.280 0.230 0.202 0.176 36 

37 3.346 2.565 1.967 1.384 1.061 0.814 0.697 0.624 0.573 0.490 0.439 0.337 0.288 0.237 0.208 0.182 37 

38 3.391 2.604 2.000 1.410 1.083 0.832 0.712 0.638 0.586 0.502 0.450 0.346 0.296 0.244 0.214 0.187 38 

39 3.437 2.643 2.033 1.437 1.105 0.850 0.729 0.653 0.600 0.515 0.462 0.355 0.305 0.251 0.221 0.193 39 

40 3.483 2.683 2.066 1.463 1.127 0.868 0.745 0.669 0.615 0.528 0.474 0.365 0.313 0.258 0.228 0.199 40 

41 3.515 2.711 2.091 1.484 1.144 0.883 0.758 0.681 0.626 0.538 0.483 0.372 0.320 0.264 0.233 0.204 41 

42 3.548 2.740 2.116 1.504 1.161 0.897 0.771 0.693 0.638 0.548 0.492 0.380 0.327 0.270 0.238 0.209 42 

43 3.581 2.769 2.142 1.525 1.179 0.912 0.784 0.705 0.649 0.558 0.502 0.388 0.334 0.276 0.244 0.214 43 

44 3.614 2.799 2.167 1.546 1.197 0.927 0.798 0.718 0.661 0.569 0.512 0.396 0.341 0.283 0.250 0.219 44 

45 3.648 2.829 2.193 1.567 1.215 0.942 0.812 0.730 0.673 0.580 0.522 0.405 0.349 0.289 0.255 0.224 45 

46 3.682 2.859 2.220 1.588 1.233 0.957 0.826 0.743 0.685 0.591 0.532 0.413 0.356 0.296 0.261 0.230 46 

47 3.716 2.889 2.246 1.610 1.252 0.973 0.840 0.757 0.698 0.602 0.542 0.422 0.364 0.302 0.268 0.235 47 

48 3.751 2.920 2.273 1.632 1.271 0.989 0.854 0.770 0.710 0.614 0.553 0.431 0.372 0.309 0.274 0.241 48 

49 3.786 2.951 2.300 1.655 1.290 1.005 0.869 0.784 0.723 0.625 0.564 0.440 0.380 0.316 0.280 0.246 49 

50 3.821 2.982 2.328 1.678 1.309 1.022 0.884 0.798 0.737 0.637 0.575 0.449 0.388 0.323 0.287 0.252 50 

51 3.843 3.002 2.345 1.692 1.321 1.032 0.893 0.806 0.745 0.645 0.582 0.454 0.393 0.328 0.291 0.256 51 

52 3.865 3.022 2.362 1.706 1.334 1.043 0.903 0.815 0.753 0.652 0.589 0.460 0.399 0.332 0.295 0.260 52 

53 3.887 3.041 2.380 1.720 1.346 1.053 0.912 0.824 0.761 0.660 0.596 0.466 0.404 0.337 0.299 0.264 53 

54 3.910 3.061 2.397 1.735 1.358 1.064 0.922 0.833 0.770 0.667 0.603 0.472 0.409 0.342 0.303 0.267 54 

55 3.932 3.081 2.415 1.749 1.371 1.074 0.932 0.842 0.778 0.675 0.610 0.478 0.414 0.346 0.308 0.271 55 

56 3.955 3.102 2.433 1.764 1.384 1.085 0.941 0.851 0.787 0.683 0.617 0.484 0.420 0.351 0.312 0.275 56 
Supplemental Information 10 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR15, station 07105500 Fountain Creek at Colorado Springs downstream to Fountain Creek at Las Vegas Street wastewatertreatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

57 3.978 3.122 2.451 1.779 1.396 1.096 0.951 0.860 0.796 0.691 0.625 0.490 0.425 0.356 0.316 0.279 57


58 4.001 3.142 2.469 1.794 1.409 1.107 0.961 0.870 0.805 0.699 0.632 0.496 0.431 0.361 0.321 0.283 58


59 4.024 3.163 2.487 1.809 1.422 1.118 0.971 0.879 0.814 0.707 0.640 0.503 0.437 0.366 0.325 0.288 59


60 4.047 3.184 2.505 1.824 1.435 1.129 0.982 0.889 0.823 0.715 0.647 0.509 0.443 0.371 0.330 0.292 60


61 4.070 3.205 2.523 1.840 1.449 1.141 0.992 0.898 0.832 0.723 0.655 0.516 0.448 0.376 0.335 0.296 61


62 4.093 3.226 2.542 1.855 1.462 1.152 1.002 0.908 0.841 0.732 0.663 0.522 0.454 0.381 0.339 0.300 62


63 4.117 3.247 2.561 1.871 1.476 1.164 1.013 0.918 0.850 0.740 0.671 0.529 0.460 0.386 0.344 0.305 63


64 4.141 3.268 2.580 1.887 1.489 1.175 1.023 0.928 0.860 0.749 0.679 0.536 0.466 0.392 0.349 0.309 64


65 4.164 3.290 2.599 1.903 1.503 1.187 1.034 0.938 0.869 0.757 0.687 0.542 0.473 0.397 0.354 0.314 65


66 4.188 3.311 2.618 1.919 1.517 1.199 1.045 0.948 0.879 0.766 0.695 0.549 0.479 0.403 0.359 0.318 66


67 4.212 3.333 2.637 1.935 1.531 1.211 1.056 0.958 0.889 0.775 0.703 0.556 0.485 0.408 0.364 0.323 67


68 4.237 3.355 2.656 1.951 1.545 1.223 1.067 0.969 0.899 0.784 0.711 0.563 0.491 0.414 0.369 0.328 68


69 4.261 3.377 2.676 1.967 1.559 1.236 1.078 0.979 0.909 0.793 0.720 0.571 0.498 0.419 0.375 0.332 69


70 4.286 3.399 2.696 1.984 1.574 1.248 1.090 0.990 0.919 0.802 0.729 0.578 0.505 0.425 0.380 0.337 70


71 4.310 3.421 2.715 2.001 1.588 1.260 1.101 1.000 0.929 0.811 0.737 0.585 0.511 0.431 0.385 0.342 71


72 4.335 3.443 2.735 2.018 1.603 1.273 1.113 1.011 0.939 0.821 0.746 0.593 0.518 0.437 0.391 0.347 72


73 4.360 3.466 2.756 2.035 1.618 1.286 1.124 1.022 0.950 0.830 0.755 0.600 0.525 0.443 0.396 0.352 73


74 4.385 3.489 2.776 2.052 1.632 1.299 1.136 1.033 0.960 0.840 0.764 0.608 0.532 0.449 0.402 0.357 74


75 4.410 3.512 2.796 2.069 1.647 1.312 1.148 1.045 0.971 0.850 0.773 0.615 0.539 0.455 0.408 0.363 75


76 4.436 3.535 2.817 2.086 1.663 1.325 1.160 1.056 0.982 0.859 0.782 0.623 0.546 0.462 0.413 0.368 76


77 4.461 3.558 2.838 2.104 1.678 1.338 1.172 1.067 0.992 0.869 0.791 0.631 0.553 0.468 0.419 0.373 77


78 4.487 3.581 2.858 2.122 1.694 1.352 1.185 1.079 1.003 0.879 0.801 0.639 0.560 0.475 0.425 0.379 78


79 4.513 3.605 2.879 2.140 1.709 1.365 1.197 1.091 1.015 0.890 0.810 0.647 0.568 0.481 0.431 0.384 79


80 4.538 3.628 2.901 2.158 1.725 1.379 1.210 1.102 1.026 0.900 0.820 0.656 0.575 0.488 0.437 0.390 80


81 4.565 3.652 2.922 2.176 1.741 1.393 1.222 1.114 1.037 0.910 0.830 0.664 0.583 0.494 0.444 0.396 81


82 4.591 3.676 2.944 2.194 1.757 1.407 1.235 1.126 1.049 0.921 0.840 0.672 0.590 0.501 0.450 0.401 82


83 4.617 3.700 2.965 2.213 1.773 1.421 1.248 1.139 1.060 0.932 0.850 0.681 0.598 0.508 0.456 0.407 83


84 4.644 3.724 2.987 2.231 1.790 1.435 1.261 1.151 1.072 0.942 0.860 0.690 0.606 0.515 0.463 0.413 84


85 4.671 3.749 3.009 2.250 1.806 1.450 1.275 1.164 1.084 0.953 0.870 0.698 0.614 0.522 0.469 0.419 85


86 4.697 3.773 3.031 2.269 1.823 1.464 1.288 1.176 1.096 0.964 0.880 0.707 0.622 0.529 0.476 0.425 86


87 4.724 3.798 3.053 2.288 1.840 1.479 1.302 1.189 1.108 0.975 0.891 0.716 0.630 0.537 0.483 0.432 87


88 4.752 3.823 3.076 2.307 1.857 1.494 1.315 1.202 1.121 0.987 0.902 0.725 0.639 0.544 0.490 0.438 88


89 4.779 3.848 3.099 2.327 1.874 1.509 1.329 1.215 1.133 0.998 0.912 0.735 0.647 0.552 0.497 0.444 89


90 4.806 3.873 3.121 2.346 1.891 1.524 1.343 1.228 1.146 1.010 0.923 0.744 0.656 0.559 0.504 0.451 90


91 4.834 3.899 3.144 2.366 1.908 1.539 1.357 1.241 1.158 1.021 0.934 0.753 0.664 0.567 0.511 0.457 91


92 4.862 3.924 3.167 2.386 1.926 1.555 1.371 1.255 1.171 1.033 0.945 0.763 0.673 0.575 0.518 0.464 92


93 4.890 3.950 3.191 2.406 1.944 1.570 1.386 1.268 1.184 1.045 0.957 0.773 0.682 0.583 0.525 0.471 93


94 4.918 3.976 3.214 2.427 1.962 1.586 1.400 1.282 1.197 1.057 0.968 0.783 0.691 0.591 0.533 0.478 94


95 4.946 4.002 3.238 2.447 1.980 1.602 1.415 1.296 1.211 1.069 0.979 0.792 0.700 0.599 0.540 0.485 95


96 4.975 4.028 3.262 2.468 1.998 1.618 1.430 1.310 1.224 1.082 0.991 0.803 0.709 0.607 0.548 0.492 96


97 5.003 4.055 3.286 2.488 2.017 1.634 1.445 1.324 1.238 1.094 1.003 0.813 0.719 0.615 0.556 0.499 97


98 5.032 4.081 3.310 2.509 2.035 1.651 1.460 1.339 1.251 1.107 1.015 0.823 0.728 0.624 0.564 0.506 98


99 5.061 4.108 3.334 2.530 2.054 1.667 1.476 1.353 1.265 1.120 1.027 0.834 0.738 0.633 0.572 0.514 99


100 5.090 4.135 3.359 2.552 2.073 1.684 1.491 1.368 1.279 1.133 1.039 0.844 0.748 0.641 0.580 0.521 100


101 5.103 4.147 3.370 2.562 2.082 1.692 1.498 1.375 1.286 1.139 1.045 0.849 0.752 0.645 0.584 0.525 101


102 5.116 4.159 3.381 2.571 2.090 1.699 1.506 1.381 1.292 1.145 1.051 0.854 0.757 0.649 0.587 0.528 102


103 5.130 4.172 3.393 2.581 2.099 1.707 1.513 1.388 1.299 1.151 1.056 0.859 0.761 0.654 0.591 0.532 103


104 5.143 4.184 3.404 2.591 2.108 1.715 1.520 1.395 1.306 1.157 1.062 0.864 0.766 0.658 0.595 0.535 104


105 5.156 4.196 3.415 2.601 2.117 1.723 1.527 1.402 1.312 1.163 1.068 0.869 0.771 0.662 0.599 0.539 105


106 5.170 4.209 3.427 2.611 2.126 1.731 1.535 1.409 1.319 1.169 1.074 0.874 0.775 0.666 0.603 0.542 106


107 5.183 4.221 3.438 2.621 2.135 1.739 1.542 1.416 1.326 1.176 1.080 0.879 0.780 0.670 0.607 0.546 107


108 5.196 4.234 3.450 2.631 2.144 1.747 1.550 1.423 1.332 1.182 1.086 0.885 0.785 0.675 0.611 0.550 108


109 5.210 4.246 3.461 2.641 2.153 1.755 1.557 1.430 1.339 1.188 1.092 0.890 0.789 0.679 0.615 0.553 109


110 5.223 4.259 3.473 2.652 2.162 1.763 1.565 1.437 1.346 1.195 1.098 0.895 0.794 0.683 0.619 0.557 110


111 5.237 4.272 3.484 2.662 2.171 1.771 1.572 1.445 1.353 1.201 1.104 0.900 0.799 0.688 0.623 0.561 111


112 5.250 4.284 3.496 2.672 2.180 1.779 1.580 1.452 1.360 1.207 1.110 0.905 0.804 0.692 0.627 0.565 112

110 Application of a Stream-Aquifer Model to Monument Creek for Development of Methods to Estimate Transit Losses 

Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR15, station 07105500 Fountain Creek at Colorado Springs downstream to Fountain Creek at Las Vegas Street wastewatertreatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

113 5.264 4.297 3.508 2.682 2.190 1.787 1.587 1.459 1.367 1.214 1.116 0.911 0.809 0.696 0.631 0.569 113


114 5.277 4.310 3.519 2.692 2.199 1.796 1.595 1.466 1.374 1.220 1.122 0.916 0.814 0.701 0.635 0.572 114


115 5.291 4.322 3.531 2.703 2.208 1.804 1.603 1.474 1.381 1.227 1.128 0.921 0.819 0.705 0.639 0.576 115


116 5.305 4.335 3.543 2.713 2.217 1.812 1.610 1.481 1.388 1.233 1.134 0.927 0.824 0.710 0.644 0.580 116


117 5.318 4.348 3.555 2.724 2.227 1.820 1.618 1.488 1.395 1.240 1.140 0.932 0.829 0.714 0.648 0.584 117


118 5.332 4.361 3.567 2.734 2.236 1.829 1.626 1.496 1.402 1.246 1.147 0.938 0.834 0.719 0.652 0.588 118


119 5.346 4.374 3.578 2.745 2.246 1.837 1.634 1.503 1.409 1.253 1.153 0.943 0.839 0.723 0.656 0.592 119


120 5.360 4.387 3.590 2.755 2.255 1.846 1.642 1.511 1.416 1.260 1.159 0.949 0.844 0.728 0.661 0.596 120


121 5.373 4.400 3.602 2.766 2.265 1.854 1.650 1.518 1.424 1.266 1.166 0.954 0.849 0.733 0.665 0.600 121


122 5.387 4.413 3.614 2.776 2.274 1.863 1.657 1.526 1.431 1.273 1.172 0.960 0.854 0.737 0.669 0.604 122


123 5.401 4.426 3.627 2.787 2.284 1.871 1.665 1.533 1.438 1.280 1.178 0.966 0.859 0.742 0.674 0.608 123


124 5.415 4.439 3.639 2.798 2.293 1.880 1.673 1.541 1.445 1.287 1.185 0.971 0.865 0.747 0.678 0.612 124


125 5.429 4.452 3.651 2.808 2.303 1.889 1.682 1.549 1.453 1.294 1.191 0.977 0.870 0.751 0.682 0.616 125


126 5.443 4.465 3.663 2.819 2.313 1.897 1.690 1.556 1.460 1.300 1.198 0.983 0.875 0.756 0.687 0.620 126


127 5.457 4.478 3.675 2.830 2.322 1.906 1.698 1.564 1.468 1.307 1.204 0.988 0.880 0.761 0.691 0.625 127


128 5.471 4.492 3.687 2.841 2.332 1.915 1.706 1.572 1.475 1.314 1.211 0.994 0.886 0.766 0.696 0.629 128


129 5.486 4.505 3.700 2.852 2.342 1.924 1.714 1.580 1.483 1.321 1.218 1.000 0.891 0.771 0.701 0.633 129


130 5.500 4.518 3.712 2.863 2.352 1.932 1.722 1.588 1.490 1.328 1.224 1.006 0.897 0.776 0.705 0.637 130


131 5.514 4.532 3.725 2.874 2.362 1.941 1.731 1.595 1.498 1.335 1.231 1.012 0.902 0.781 0.710 0.642 131


132 5.528 4.545 3.737 2.885 2.372 1.950 1.739 1.603 1.505 1.342 1.238 1.018 0.908 0.786 0.714 0.646 132


133 5.542 4.559 3.749 2.896 2.382 1.959 1.747 1.611 1.513 1.350 1.245 1.024 0.913 0.791 0.719 0.650 133


134 5.557 4.572 3.762 2.907 2.392 1.968 1.756 1.619 1.521 1.357 1.251 1.030 0.919 0.796 0.724 0.655 134


135 5.571 4.586 3.775 2.918 2.402 1.977 1.764 1.627 1.529 1.364 1.258 1.036 0.924 0.801 0.729 0.659 135


136 5.585 4.599 3.787 2.929 2.412 1.986 1.773 1.636 1.536 1.371 1.265 1.042 0.930 0.806 0.733 0.664 136


137 5.600 4.613 3.800 2.941 2.422 1.995 1.781 1.644 1.544 1.379 1.272 1.048 0.935 0.811 0.738 0.668 137


138 5.614 4.627 3.812 2.952 2.433 2.005 1.790 1.652 1.552 1.386 1.279 1.054 0.941 0.816 0.743 0.672 138


139 5.629 4.640 3.825 2.963 2.443 2.014 1.799 1.660 1.560 1.393 1.286 1.060 0.947 0.821 0.748 0.677 139


140 5.643 4.654 3.838 2.975 2.453 2.023 1.807 1.668 1.568 1.401 1.293 1.066 0.953 0.826 0.753 0.682 140


141 5.658 4.668 3.851 2.986 2.463 2.032 1.816 1.677 1.576 1.408 1.300 1.073 0.958 0.832 0.758 0.686 141


142 5.673 4.682 3.864 2.998 2.474 2.042 1.825 1.685 1.584 1.416 1.307 1.079 0.964 0.837 0.763 0.691 142


143 5.687 4.695 3.877 3.009 2.484 2.051 1.834 1.693 1.592 1.423 1.314 1.085 0.970 0.842 0.768 0.695 143


144 5.702 4.709 3.890 3.021 2.495 2.061 1.842 1.702 1.600 1.431 1.322 1.092 0.976 0.848 0.773 0.700 144


145 5.717 4.723 3.903 3.032 2.505 2.070 1.851 1.710 1.608 1.438 1.329 1.098 0.982 0.853 0.778 0.705 145


146 5.731 4.737 3.916 3.044 2.516 2.080 1.860 1.719 1.617 1.446 1.336 1.104 0.988 0.858 0.783 0.710 146


147 5.746 4.751 3.929 3.056 2.526 2.089 1.869 1.727 1.625 1.454 1.343 1.111 0.994 0.864 0.788 0.714 147


148 5.761 4.765 3.942 3.067 2.537 2.099 1.878 1.736 1.633 1.461 1.351 1.117 1.000 0.869 0.793 0.719 148


149 5.776 4.779 3.955 3.079 2.548 2.108 1.887 1.745 1.641 1.469 1.358 1.124 1.006 0.875 0.798 0.724 149


150 5.791 4.794 3.968 3.091 2.559 2.118 1.896 1.753 1.650 1.477 1.366 1.131 1.012 0.881 0.803 0.729 150


151 5.806 4.808 3.981 3.103 2.569 2.128 1.905 1.762 1.658 1.485 1.373 1.137 1.018 0.886 0.809 0.734 151


152 5.821 4.822 3.995 3.115 2.580 2.138 1.915 1.771 1.667 1.493 1.381 1.144 1.024 0.892 0.814 0.739 152


153 5.836 4.836 4.008 3.127 2.591 2.147 1.924 1.780 1.675 1.501 1.388 1.150 1.031 0.897 0.819 0.744 153


154 5.851 4.851 4.021 3.139 2.602 2.157 1.933 1.788 1.684 1.509 1.396 1.157 1.037 0.903 0.825 0.749 154


155 5.866 4.865 4.035 3.151 2.613 2.167 1.942 1.797 1.692 1.517 1.403 1.164 1.043 0.909 0.830 0.754 155


156 5.881 4.879 4.048 3.163 2.624 2.177 1.952 1.806 1.701 1.525 1.411 1.171 1.050 0.915 0.835 0.759 156


157 5.896 4.894 4.062 3.175 2.635 2.187 1.961 1.815 1.710 1.533 1.419 1.178 1.056 0.920 0.841 0.764 157


158 5.912 4.908 4.075 3.187 2.646 2.197 1.971 1.824 1.718 1.541 1.427 1.185 1.062 0.926 0.846 0.769 158


159 5.927 4.923 4.089 3.199 2.657 2.207 1.980 1.833 1.727 1.549 1.435 1.192 1.069 0.932 0.852 0.774 159


160 5.942 4.938 4.103 3.212 2.669 2.217 1.990 1.842 1.736 1.558 1.442 1.198 1.075 0.938 0.858 0.780 160


161 5.958 4.952 4.116 3.224 2.680 2.228 1.999 1.852 1.745 1.566 1.450 1.206 1.082 0.944 0.863 0.785 161


162 5.973 4.967 4.130 3.236 2.691 2.238 2.009 1.861 1.754 1.574 1.458 1.213 1.089 0.950 0.869 0.790 162


163 5.988 4.982 4.144 3.249 2.703 2.248 2.019 1.870 1.763 1.583 1.466 1.220 1.095 0.956 0.874 0.795 163


164 6.004 4.996 4.158 3.261 2.714 2.259 2.028 1.879 1.772 1.591 1.474 1.227 1.102 0.962 0.880 0.801 164


165 6.019 5.011 4.172 3.274 2.725 2.269 2.038 1.889 1.781 1.599 1.482 1.234 1.108 0.968 0.886 0.806 165


166 6.035 5.026 4.186 3.286 2.737 2.279 2.048 1.898 1.790 1.608 1.490 1.241 1.115 0.975 0.892 0.812 166


167 6.051 5.041 4.200 3.299 2.748 2.290 2.058 1.908 1.799 1.617 1.499 1.249 1.122 0.981 0.898 0.817 167


168 6.066 5.056 4.214 3.312 2.760 2.300 2.068 1.917 1.808 1.625 1.507 1.256 1.129 0.987 0.903 0.823 168

Supplemental Information 111


Table . Bank-storage loss for reusable-water flows ranging from 1 to 200 cubic feet per second for selected native streamflows for 

subreach MSR15, station 07105500 Fountain Creek at Colorado Springs downstream to Fountain Creek at Las Vegas Street wastewatertreatment facility.—Continued 

[Reusable-water flow, native streamflow, and bank-storage loss in cubic feet per second] 

Reusable- Bank-storage loss for indicated native streamflow Reusablewater water 0 1   10 0 0 0 0  100 00 00 00 00 1,000 flow flow 

169 6.082 5.071 4.228 3.324 2.772 2.311 2.078 1.927 1.817 1.634 1.515 1.263 1.136 0.993 0.909 0.828 169


170 6.098 5.086 4.242 3.337 2.783 2.322 2.088 1.936 1.826 1.643 1.523 1.271 1.143 1.000 0.915 0.834 170


171 6.113 5.101 4.256 3.350 2.795 2.332 2.098 1.946 1.836 1.651 1.532 1.278 1.150 1.006 0.921 0.839 171


172 6.129 5.116 4.270 3.363 2.807 2.343 2.108 1.956 1.845 1.660 1.540 1.286 1.157 1.012 0.927 0.845 172


173 6.145 5.131 4.284 3.376 2.819 2.354 2.118 1.965 1.855 1.669 1.549 1.293 1.164 1.019 0.933 0.851 173


174 6.161 5.146 4.299 3.389 2.831 2.365 2.128 1.975 1.864 1.678 1.557 1.301 1.171 1.025 0.940 0.856 174


175 6.177 5.161 4.313 3.402 2.843 2.375 2.139 1.985 1.873 1.687 1.566 1.308 1.178 1.032 0.946 0.862 175


176 6.193 5.177 4.327 3.415 2.855 2.386 2.149 1.995 1.883 1.696 1.574 1.316 1.185 1.038 0.952 0.868 176


177 6.209 5.192 4.342 3.428 2.867 2.397 2.159 2.005 1.893 1.705 1.583 1.324 1.192 1.045 0.958 0.874 177


178 6.225 5.207 4.356 3.441 2.879 2.408 2.170 2.015 1.902 1.714 1.591 1.331 1.199 1.052 0.964 0.880 178


179 6.241 5.223 4.371 3.454 2.891 2.419 2.180 2.025 1.912 1.723 1.600 1.339 1.207 1.058 0.971 0.886 179


180 6.257 5.238 4.386 3.468 2.903 2.431 2.191 2.035 1.922 1.732 1.609 1.347 1.214 1.065 0.977 0.892 180


181 6.273 5.254 4.400 3.481 2.915 2.442 2.201 2.045 1.932 1.741 1.618 1.355 1.221 1.072 0.983 0.898 181


182 6.289 5.269 4.415 3.494 2.928 2.453 2.212 2.055 1.941 1.751 1.627 1.363 1.229 1.079 0.990 0.904 182


183 6.305 5.285 4.430 3.508 2.940 2.464 2.222 2.065 1.951 1.760 1.636 1.371 1.236 1.085 0.996 0.910 183


184 6.322 5.301 4.444 3.521 2.952 2.476 2.233 2.076 1.961 1.769 1.644 1.379 1.244 1.092 1.003 0.916 184


185 6.338 5.316 4.459 3.535 2.965 2.487 2.244 2.086 1.971 1.779 1.653 1.387 1.251 1.099 1.009 0.922 185


186 6.354 5.332 4.474 3.548 2.977 2.498 2.255 2.096 1.981 1.788 1.663 1.395 1.259 1.106 1.016 0.928 186


187 6.371 5.348 4.489 3.562 2.990 2.510 2.266 2.107 1.991 1.798 1.672 1.403 1.267 1.113 1.023 0.935 187


188 6.387 5.364 4.504 3.575 3.002 2.521 2.276 2.117 2.002 1.807 1.681 1.411 1.274 1.120 1.029 0.941 188


189 6.404 5.380 4.519 3.589 3.015 2.533 2.287 2.128 2.012 1.817 1.690 1.420 1.282 1.128 1.036 0.947 189


190 6.420 5.396 4.534 3.603 3.028 2.545 2.298 2.138 2.022 1.826 1.699 1.428 1.290 1.135 1.043 0.954 190


191 6.437 5.412 4.549 3.617 3.041 2.556 2.310 2.149 2.032 1.836 1.709 1.436 1.298 1.142 1.050 0.960 191


192 6.454 5.428 4.565 3.631 3.053 2.568 2.321 2.160 2.043 1.846 1.718 1.445 1.306 1.149 1.057 0.967 192


193 6.470 5.444 4.580 3.645 3.066 2.580 2.332 2.171 2.053 1.856 1.727 1.453 1.314 1.157 1.064 0.973 193


194 6.487 5.460 4.595 3.659 3.079 2.592 2.343 2.181 2.064 1.866 1.737 1.462 1.322 1.164 1.070 0.980 194


195 6.504 5.476 4.610 3.673 3.092 2.604 2.354 2.192 2.074 1.876 1.746 1.470 1.330 1.171 1.077 0.986 195


196 6.521 5.492 4.626 3.687 3.105 2.616 2.366 2.203 2.085 1.886 1.756 1.479 1.338 1.179 1.085 0.993 196


197 6.537 5.508 4.641 3.701 3.118 2.628 2.377 2.214 2.095 1.896 1.766 1.488 1.346 1.186 1.092 1.000 197


198 6.554 5.525 4.657 3.715 3.132 2.640 2.389 2.225 2.106 1.906 1.775 1.496 1.354 1.194 1.099 1.006 198


199 6.571 5.541 4.672 3.729 3.145 2.652 2.400 2.236 2.117 1.916 1.785 1.505 1.362 1.201 1.106 1.013 199


200 6.588 5.557 4.688 3.744 3.158 2.664 2.412 2.247 2.128 1.926 1.795 1.514 1.370 1.209 1.113 1.020 200