HENRY HAGG LAKE

2001 SURVEY

FOR

FTH

U.S. Department of the Interior

Bureau of Reclamation
REPORT DOCUMENTATiON PAGE Form Approved

0MB No. 0704-0188

I. AGENCY USE ONLY (Leave Blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED

December 2001 Final ______________________________________

4. TITLE AND SUBTITLE 5. FUNDING NUMBERS

Henry Hagg Lake PR

2001 Survey

6. AUTHOR(S)

Ronald L. Ferrari _____________________________

7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION

REPORT NUMBER

Bureau of Reclamation, Technical Service Center, Denver CO 80225-0007 _____________________________

9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/MONITORING

AGENCY REPORT NUMBER

Bureau of Reclamation, Denver Federal Center, P0 Box 25007,

Denver CO 80225-0007

DIBR

II. SUPPLEMENTARY NOTES

Hard copy available at Bureau of Reclamation Technical Service Center, Denver, Colorado

1 2a. DISTRIBUTION/AVAILABILITY STATEMENT 1 2b. DISTRIBUTION CODE

13. ABSTRACT (Ma,irnurn 200 words)

The Bureau of Reclamation (Reclamation) surveyed Henry Hagg Lake m May 2001 to develop a topographic map and compute a

present storage-elevation relationship (area-capacity tables). The underwater survey was conducted near lake elevation 279.1 feet

(NGVD29). The underwater survey used sonic depth recording equipment mterfaced with a global positioning system (GPS) that

gave continuous sounding positions throughout the underwater portions of the reservoir covered by the survey vessel. The abovewater topography was determined by aerial data collected on November 28, 1999 near lake elevation 268.5. The new topographic

map of Henry Hagg Lake was developed from the combined 1999 aerial and 2001 underwater measured topography.

As of May 2001, at maximum water surface elevation (feet) 305.8, the surface area was l,l4lacres with a total capacity of 64,812

acre-feet. The 2001 underwater survey measured greater surface areas than the original survey from reservoir elevation 255.0 and

below. This resulted in the 2001 study computing a greater total reservoir capacity than the original computations. The 2001

analysis concluded these differences were due to under reporting of the original surface areas below elevation 260.0. The 2001

study measured an active capacity loss (elevation 235.3 to 305.8) of 352 acre-feet that could be attnbuted to sediment

accumulation. Due to under reporting of the original surface areas, the 2001 study reported an increase of inactive storage (below

elevation 235.3) of 2,580 acre-feet, resulting in a total net capacity increase of 2,228 acre-feet.

14. SUBJECT TERMS 15. NUMBER OF PAGES

reservoir area and capacity/ sedimentation! reservoir surveys/ sonar/ sediment distribution! _______________________

contour area! reservoir area! sedimentation survey! global positioning system 16, PRICE CODE

17. SECURITY 18. SECURITY 19. SECURITY CLASSIFICATION 20. LIMITATION OF

CLASSIFICATION CLASSIFICATION OF ABSTRACT ABSTRACT

OF REPORT OF THIS PAGE

UL

UL UL ' UL

NSN 7540-01-280-5500 Standard Form 298 (Rev. 2-89)

Prescribed by ANSI Std, 239-18

298-102
Henry Hagg Lake

2001 Survey

by

Ronald L. Ferrari

Sedimentation and River Hydraulics Group

Water Resources Services

Technical Service Center

Denver, Colorado

December 2001
ACKNOWLEDGMENTS

The Bureau of Reclamation's (Reclamation) Sedimentation and River

Hydraulics Group of the Technical Service Center (TSC) prepared and

published this report. The hydrographic survey was conducted by staff of

the Reclamation's Ephrata Field Office under the guidance of Cory Stolsig.

The underwater data editing was conducted by Cory Stolsig. Ron Ferrari

of the TSC completed the data processing needed to generate the new

topographic map and area-capacity tables. Sharon Nuanes of the TSC

completed the final map development. Kent Collins of the TSC performed

the technical peer review of this documentation.

Mission Statements

The mission of the Department of the Interior is to protect and provide

access to our Nation's natural and cultural heritage and honor our trust

responsibilities to tribes.

The mission of the Bureau of Reclamation is to manage, develop, and

protect water and related resources in an environmentally and economically

sound manner in the interest of the American public.

The information contained in this report regarding commercial products or

firms may not be used for advertising or promotional purposes and is not

to be construed as an endorsement of any product or firm by Reclamation.

The information contained in this report was developed for the Bureau of

Reclamation; no warranty as to the accuracy, usefulness, or completeness

is expressed or implied.

11
CONTENTS

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Page

Introduction I

Summary and Conclusions 1

Reservoir Operations 2

Reservoir Area and Capacity 3

Topography Development 3

Development of 2001 Contour Areas 4

2001 Storage Capacity 4

Study Conclusions 5

References 6

TABLES

Table

1 Reservoir sediment data summary (page 1 of 2) 7

1 Reservoir sediment data summary (page 2 of 2) 8

2 Summary of 2001 survey results 9

FIGURES

Figure

1 Henry Hagg Lake location map 10

2 Scoggins Dam, plan and sections 11

3 Henry Hagg Lake topographic map, No. 417-D-803 13

4 Henry Hagg Lake topographic map, No. 417-D-804 15

5 2001 area and capacity curves 17

Hi
INTRODUCTION

Henry Hagg Lake, formed by Scoggins Dam, is located in Washington County on Scoggins Creek

which is approximately 5 miles southwest of the city of Forest Grove and 25 miles west of Portland,

Oregon (fig. 1). Scoggins Dam and Henry Hagg Lake are principal features of the Tualatin Project

with the purpose of providing irrigation, recreation, flood and water quality control. The dam is

owned by Reclamation who contracted with the Tualatin Valley Irrigation District for the operation

and maintenance of the project facilities. The drainage area above Scoggins Dam is 40.6 square

miles and allis considered sediment contributing.

Scoggins Dam was completed in 1975 with first storage in January of 1975. The dam is a rolled,

zoned, earthfill structure whose dimensions are (fig. 2):

Hydraulic height' 111 feet

Top width 30 feet

Crest elevation 313.0 feet2

Structural height 151 feet

Crest length 2,700 feet

The spillway is located on the left abutment and includes an inlet channel, gate structure of two 19-

by 20.5 foot radial gates, a chute, and a stilling basin. The gates allow controlled spillway releases

into a combined spillway and outlet works discharge channel. The spillway provides a maximum

discharge of 14,100 cubic feet per second (cfs) at maximum reservoir elevation 305.8.

The outlet work is located at the left abutment and consists of an inlet channel, trashrack, upstream

and downstream tunnels, and high-pressure gates to control the releases. The outlet works were

designed to release a total of 355 cfs at reservoir elevation 260.3.

SUMMARY AND CONCLUSIONS

This Reclamation report presents the 2001 results of the survey of Henry Hagg Lake. The primary

objectives of the survey were to gather data needed to:

• develop reservoir topography

• compute area-capacity relationships

A static global positioning system (GPS) control survey was conducted to establish horizontal and

vertical control points around the reservoir for the aerial survey that was conducted in November of

1999. The horizontal control was established in Oregon north state plane coordinates in the North

American Datum of 1983 (NAD83). The vertical control for the established points was in the North

'The definition of such terms as "hydraulic height," "structural height," etc. may be found in manuals such

as Reclamation's Des:gn of Smill Dams and Guide for Preparation of Standing Operating Procedures for Dams and

Reservcizrs, or ASCE's Nomenclsture for Hydraulics.

2Elevation levels are shown in feet. All elevations shown in this report are based on the original project

datum established by U.S. Bureau of Reclamation which are tied to the National Geodetic Vertical Datum of 1929.

It is 3.49 feet lower than North American Vertical Datum of 1988.

1
American Vertical Datum of 1988 (NAVD88). This study determined that for the established

control points the average elevations in NAVD88 were around 3.49 feet higher than the Reclamation

project construction datum that was tied to the National Geodetic Vertical Datum of 1929

(NGVD29). All elevations in this report are referenced to NGVD29.

The aerial survey was flown in fall of 1999 around reservoir water surface elevation 268.5 and the

underwater survey was conducted in May of 2001 around reservoir water surface elevation 279.1.

The bathymetric survey was run using sonic depth recording equipment interfaced with a differential

global positioning system (DGPS) capable of determining sounding locations within the reservoir.

The system continuously recorded depth and horizontal coordinates of the survey boat as it was

navigated along grid lines covering Henry Hagg Lake. The positioning system provided information

to allow the boat operator to maintain a course along these grid lines. Water surface elevations

recorded by the lake's gauge (NGVD29) during the time of collection were used to convert the sonic

depth measurements to true reservoir bottom elevations.

The new Henry Hagg Lake topographic maps are a combination of the aerial and underwater survey

data with the developed aerial contours being used for elevation 271.5 and above. The 2001

reservoir surface areas at predetermined contour intervals were generated by a computer graphics

program using the collected reservoir data. The 2001 area and capacity tables were produced by a

computer program that uses measured contour surface areas and a curve-fitting technique to compute

area and capacity at prescribed elevation increments (Bureau of Reclamation, 1985).

Tables 1 and 2 contain a summary of the Henry Hagg Lake watershed characteristics for the original

and 2001 surveys. The original reported values of the reservoir, at elevation 305.8, was a total

storage capacity of 62,584 acre-feet with a surface area of 1,157 acres. The 2001 survey determined

that the reservoir has a total storage capacity of 64,812 acre-feet and a surface area of 1,141 acres

at reservoir elevation 305.8. The 2001 study measured an active capacity loss (from elevation 235.3

to 305.8) of352 acre-feet that could be attributed to sediment accumulation. Due to under reporting

of the original surface areas, the 2001 study reported an increase of inactive storage of 2,580 acrefeet below elevation 235.3. This resulted in a total net reservoir capacity increase of 2,228 acre-feet

from elevation 305.8 and below.

RESERVOIR OPERATIONS

Henry Hagg Lake operates for the Tualatin Project to provide irrigation water, recreation, and flood

and water quality control. The May 2001 area-capacity tables show 64,812 acre-feet of total storage

below elevation 305.8. The 2001 survey measured the minimum lake bottom elevation to be 185.0

compared to the original reported elevation of 195.0. Comparisons of the original and 2001 area and

capacity values are provided on column 6 and 7 of table 2. The following values are from the May

2001 area-capacity tables:

• 2,596 acre-feet of surcharge storage between elevation 303.5 and 305.8.

• 20,334 acre-feet ofjoint use storage between elevation 283.5 and 303.5.

• 32,989 acre-feet of active conservation storage between elevation 235.3 and 283.5.

• 2,620 acre-feet of inactive storage between elevation 229.0 and 235.3.

• 6,273 acre-feet of dead storage below elevation 229.0.

2
The Henry Hagg Lake inflow and end-of-month stage records in table 1, operation period January

1975 through May 2001, show the inflow and annual fluctuation since dam closure. The estimated

average inflow into the reservoir for this operation period was 84,160 acre-feet per year. Since initial

filling, the extreme storage fluctuations of Henry Hagg Lake ranged from elevation 237.2 in 1976

and a maximum recorded elevation of 304.7 in 1995.

RESERVOIR AREA AND CAPACITY

Topography Development

Using ARC/INFO the topography of Henry Hagg Lake was developed from the combined 1999

aerial and 2001 underwater survey data. ARC/INFO is a software package for development and

analysis of geographic information system (GIS) layers and development of interactive GIS

applications (ESRI, 1992). GIS technology provides a means of organizing and interpreting large

data sets.

The 5-foot reservoir contours for elevation 271.5 through 321.5 were provided by the aerial

contractor as a data exchange format (DXF) file. The underwater contours of the reservoir were

developed by using the elevation 281.5 contour as a boundary around the edge of the underwater data

set. This polygon enclosed the data set, was assigned an elevation of28 1.5, and was used to perform

a clip such that interpolation was not allowed to occur outside of this boundary. This clip was

performed using the hardclip option of the ARC/INFO CREATETIN command.

Contours for the reservoir below elevation 281.5 were computed from the underwater data set using

the triangular irregular network (TIN) surface modeling package within ARC/INFO. A TIN is a set

of adjacent, non-overlapping triangles computed from irregularly spaced points with x,y coordinates

and z values. TiN was designed to deal with continuous data such as elevations. The TIN software

uses a method known as Delaunay's criteria for triangulation where triangles are formed among all

data points within the polygon clip. The method requires that a circle drawn through the three nodes

of a triangle will contain no other point, meaning that sample points are connected to their nearest

neighbors to form triangles using all collected data. This method preserves all collected survey

points. Elevation contours are then interpolated along the triangle elements. The TIN method is

discussed in greater detail in the ARC/INFO V7.0.2 Users Documentation, (ESRI, 1992).

The linear interpolation option of the ARC/INFO T1NCONTOUR command was used to interpolate

contours from the Henry Hagg Lake TIN. In addition, the contours were generalized by eliminating

certain vertices along the contours. This generalization process improved the presentability of the

resulting contours by removing very small variations in the contour lines. This generalization had

no bearing on the computation of surface areas and volumes for Henry Hagg Lake since the areas

were calculated from the developed TIN. The areas of the enclosed contour polygons developed

from the aerial survey data were computed for elevations 271.5 through elevation 321.5.

The contour topography for the Henry Hagg Lake area is presented on figures 3 and 4 (drawing

number 417-D-803 and 4l7-D-804). The 5-foot contours from elevations 271.5 and above were

imported from the aerial data. The 5-foot contours from elevation 265.0 below were developed and
imported from the underwater data. The map features such as the dam and roads were imported from

the USGS quad maps.

Development of 2001 Contour Areas

The 2001 contour surface areas for Henry Hagg Lake were computed at 1-foot increments, from

elevation 185.0 to 281.0, using the Henry Hagg Lake TIN discussed above. These calculations were

performed using the ARC/iNFO VOLUME command. This command computes areas at userspecified elevations directly from the TIN and takes into consideration all regions of equal elevation.

The enclosed surface areas for the 5-foot reservoir contour increments of elevation 271.5 through

321.5 were measured from the provided DXF contour files developed by the aerial contractor.

2001 Storage Capacity

The storage-elevation relationships based on the measured surface areas were developed using the

area-capacity computer program ACAP85 (Bureau of Reclamation, 1985). Surface areas at 5-foot

contour intervals from reservoir elevation 185.0 to elevation 270.0 from the underwater survey

results and from elevation 271.5 to elevation 321.5 from the aerial survey results were used as the

control parameters for computing the Henry Hagg Lake capacity. The program can compute an area

and capacity at elevation increments 0.01- to 1.0-foot by linear interpolation between the given

contour surface areas. The program begins by testing the initial capacity equation over successive

intervals to ensure that the equation fits within an allowable error limit. The error limit was set at

0.00000 1 for Henry Hagg Lake. The capacity equation is then used over the full range of intervals

fitting within this allowable error limit. For the first interval at which the initial allowable error limit

is exceeded, a new capacity equation (integrated from basic area curve over that interval) is utilized

until it exceeds the error limit. Thus, the capacity curve is defined by a series of curves, each fitting

a certain region of data. Final area equations are derived by differentiating the capacity equations,

which are of second order polynomial form:

y a1 + a2x + a3x2

where: y capacity

x = elevation above a reference base

a1 = intercept

a2 and a3 coefficients

Results of the 2001 Henry Hagg Lake area and capacity computations are listed in table 1 and

columns 4 and 5 of table 2. On table 2, columns 2 and 3 list the original surface areas and

capacities. A separate set of 2001 area and capacity tables has been published for the 0.01, 0.1 arid

1-foot elevation increments (Bureau of Reclamation 2001). A description of the computations and

coefficients output from the ACAP85 program is included with these tables. Both the original and

2001 area-capacity curves are plotted on figure 5. As of May 2001, at elevation 305.8, the surface

area was 1,141 acres with a total capacity of 64,812 acre-feet.

4
STUDY CONCLUSIONS

The area and capacity plots on figure 5 and values on table 2 illustrate the differences of Henry Hagg

Lake's original and 2001 study results. As illustrated on column 7 of table 2, the 2001 underwater

survey measured larger surface areas than what was originally reported for reservoir elevation 255.0

and below. It is concluded these differences were due to under reporting of the original surface areas

and not due to a vertical datum shift, dredging, or scouring of the reservoir bottom. Conversations

with regional personnel familiar with the operation of Henry Hagg Lake confirmed a reconnaissance

survey conducted after completion of the reservoir measured depths deeper than the original reported

bottom elevation 195 and no dredging of the reservoir has occurred since dam closure. The reservoir

is located in an area with heavy vegetation growth which would have made it difficult to survey the

original river channel area prior to dam construction.

The 2001 study measured slightly smaller surface areas for reservoir elevation 260.0 and above than

what was originally reported. This resulted in an active capacity loss (elevation 235.3 to 305.8) of

352 acre-feet that could be attributed to sediment accumulation. A portion of this difference could

also be attributed to the different survey methods or a slight shift in the vertical datum, but the

general conclusion is the majority of the difference is due to sediment accumulation. A 1999

geological field investigation, conducted near reservoir elevation of 253, concluded that sediment

accumulation had not exceeded the original pre-reservoir sediment yield estimate of2O acre-feet per

year (Bureau of Reclamation, 2000). The geological field investigation estimated sediment within

the reservoir to be 250 acre-feet exposed and about 250 acre-feet submerged for a total of 500 acrefeet. This equated to a sediment yield rate of 19.2 acre-feet per year since dam closure in 1974. The

above water sediment deposition was estimated by inspection and mapping of the three main streams

from elevation 253 and above. The sediment accumulation below the water surface was based on

estimates of the submerged deposited areas.

The general conclusion is that the 2001 study provides an accurate measurement of the present

condition of Henry Hagg Lake. The 1999 aerial survey provided above water mapping detail to

account for the sediment deposition along with the upper reservoir changes due to shoreline erosion.

For future planning a sediment yield rate of 20 acre-feet per year may be used. A resurvey of Henry

Hagg Lake should be considered in the future if major sediment inflow events are observed, if the

average annual rate of sediment accumulation needs to be further clarified, and if location of the

sediment deposition is needed..

5
REFERENCES

American Society of Civil Engineers, 1962. Nomen clature for Hydraulics, ASCE Headquarters.

New York.

Bureau of Reclamation, 1981. Project Data, Denver Office, Denver CO.

Bureau of Reclamation, 1985. Surface Water Branch, AAP85 User's Manual, Tecimical

Service Center, Denver CO.

Bureau of Reclamation, 1987(a). Guide for Preparation of Standing Operating Procedures for

Bureau of Reclamation Dams and Reservoirs, U.S. Government Printing Office,

Denver, CO.

Bureau of Reclamation, 1987(b). Design of Small Dams, U.S. Government Printing Office,

Denver CO.

Bureau of Reclamation, July 2000. Geologic Report on Sedime,,t Accumulation andDistribution

in Henry Hagg Lake Tualatin Valley Irrigation District Washington County, Oregon. Pacific

Northwest Region, Boise, lID.

Bureau of Reclamation, May 2001. Denver Office, Henry Hagg Lake Area and Capacity

Tables, Tualatin Project, Pacific Northwest Region, Boise, ID.

Corps of Engineers, October 1994. Engineer and Design - Hydrographic Surveying, EM 1110-2-

1003 (FR), Department of the Army, Washington DC (www.usace.army.millinetJusace.docs/engmanuals/em.htm).

Environmental Systems Research Institute, Inc. (ESRI), 1992. ARC Command Reftrences.

6
RESERVOIR SEDIMENT

DATA SUMMARY Henry Hagg Lake

NAME OF RESERVOIR

1

DATA SHEET NO.

O 1. OWNER Bureau of Reclamation 2. STREAM Scoggins Creek 3. STATE Oregon

A 4. SEC. 20 TWP. 1 5 RANGE 4 W 5. NEAREST P.O. Forest Grove 6. COUNTY Washington

M 7. LAT 45 28' 25" LONG 123" 11' 51" 8. TOP OF DAM ELEVATION 313.0 9. SPILLWAY CREST EL 283.51

R 10 . STORAGE 11. ELEVATION 12. ORIGINAL 13. ORIGINAL 14. GROSS STORAGE 15. DATE

S ALLOCATION TOP OF POOL SURFACE AREA, AC CAPACITY, AF ACRE- FEET STORAGE

S BEGAN

E

R SURCHARGE 305.8 1,157 2,633 62,584

V B. FLOOD CONTROL

1974 0

C. POWER

R d. JOINT USE 303.0 1,132 20,603 59,951 16. DATE

e. CONSERVATION 283.5 938 33,035 39,348

OPERATION

f. INACTIVE 235.3 411 2,329 6,313 BEGAN

g. DEAD 229.0 328 3,984 3,984 4/75

-

17 . LENGTH OF RESERVOIR 2.46 MILES AVG. WIDTH OF RESERVOIR 0.6 MILES

B 18 . TOTAL DRAINAGE AREA 40.6 SQUARE MILES 22. MEAN ANNUAL PRECIPITATION 444 2

INCHES

19 . NET SEDIMENT CONTRIBUTING AREA 40.6 SQUARE MILES 23. MEAN ANNUAL RUNOFF 3993 INCHES

20 . LENGTH MILES AV . WIDTH MILES 24. MEAN ANIIIJAL RUNOFF 84,160 ACRE-FEET

N 21 . MAX. ELEVATION 3,464 MIN. ELEVATION 284 25. ANNUAL TEMP . MEAN 53"F RANGE -4"F to 108"F

S 26 . DATE OF 27. 28. 29. TYPE OF 30. NO. OF 31. SURFACE 32. CAPACITY 33. C/I

U SURVEY PER. ACCL. SURVEY RANGES OR AREA, AC. ACRE-FEET RATIO AF/AF

R YRS. YRS. INTERVAL

V 1/75 Contour (D) 5-ft 1,157 62,584 .39

D 5/01 26.4 26.4 Contour (D) 5-ft 1,1416 64,8126 .41

A

26 . DATE OF 34. PERIOD 35. PERIOD WATER INFLOW, ACRE FEET WATER INFLOW TO DATE, AF

T

A

SURVEY ANNUAL

PRECIP. a. MEAN ANN. b. HAil. ANN. c. TOTAL MEAN ANN. b. TOTAL

5/01 84,160 159,150 2,221,870 84,160 2,221,870

26. DATE OF 37. PERIOD CAPACITY LOSS, ACRE-FEET 38. TOTAL SEDIMENT DEPOSITS TO DATE, AF

SURVEY

a. TOTAL b. AV. ANN. c. /MI.-YE. a. TOTAL b. AV. ANNUAL c. /MI."-YR.

5/01

8

26. DATE OF 39. AV. DRY 40. SED. DEP. TONS/MI.1-YR. 41. STORAGE LOSS, PCT. 42. SEDIMENT

SURVEY MT. (#/FT) ________________

a. PERIOD

_______________

b. TOTAL TO

___________

a. AV.

______________________

b. TOTAL TO

_______

a.

_______

b.

5/01

26. 43. DESIGNATION RANGE BY RESERVOIR ELEVATION

DATE

OF 229.0- 235.3- 283.5- 303.5-

SURVEY 185. 0- 235.3 283.5 303.5 305.8

229. 0

TOTAL CAPACITY CHANGE WITHIN ELEVATION RANGE DESIGNATION

*2289 *291 -46 -269 -37

26. 44. REACH DESIGNATION PERCENT OF TOTAL ORIGINAL LENGTH OF RESERVOIR

OATh

0-10 10- 20- 30- 40- 50- 60- 70- 80- 90- 100- 105- 110- 115- 120-

SURVEY 20 30 40 50 60 70 80 90 100 105 110 115 120 125

PERCENT OF TOTAL SEDIMENT LOCATED WITHIN REACH DESIGNATION

Table 1. - Reservoir sediment data summary (page 1 of 2)
45. RANGE IN RESERVOIR OPERATION7

YEAR MAX. ELEV. MIN. ELEV. INFLOW, AR YEAR MAX . ELEV. MIN. ELEV. INFLOW, AS

1975 303.5 244.9 77,010

1976 303.5 237.2 99710 1977 255.6 269.8 19,250

1975 303.4 268.8 98490 1979 303.5 272.7 51,980

1950 302.3 272.9 78,390 1981 303.4 273.2 74,240

1982 302.4 273.0 125,000 1953 303.5 2741 132,400

1984 303.4 272.3 78,650 1985 303.5 271.7 65,930

1986 303.5 271.3 62,430 1987 303.5 271.0 77,110

1988 303.6 266.1 54,960 1989 303.6 268.9 66,930

1990 303.5 260.1 73,100 1991 303.5 269.8 70,550

1992 303.5 265.1 44,260 1993 303.5 260.5 63,810

1994 303.5 270.8 49,280 1995 304.7 266.3 114,880

1996 303.5 272.5 159,150 1997 303.4 273.2 128,290

1998 303.4 271.2 94,340 1999 303.5 263.7 147,620

2000 303.5 283.2 91.28(7 2001 275.5 757,0 22.630

46. ELEVATION - AREA CAPACITY DATA FOR 2001 CAPACITY9

ELEVATION AREA CAPACITY ELEVATION AREA CAPACITY ELEVATION AREA CAPACITY

185.0 0 0 190.0 2.1 5 195.0 6.7 27

200.0 40.2 119 205.0 101.5 490 210.0 155.4 1,135

215.0 211.4 2,051 220.0 278.2 3,274 225.0 341.0 4,823

229.0 383 6,273 230.0 393.5 6,661 235.0 445.7 8,759

235.3 449.0 8,893 240.0 498.0 11,117 245.0 542.1 13,721

250.0 582.8 16,534 255.0 638.4 19,582 260.0 693.8 22,916

265.0 746.1 26,517 270.0 790.8 30,316 271.5 799.4 31,554

276.5 851.2 35,680 281.5 901.1 40,061 283.5 920 41,882

286.5 948.2 44,684 291.5 995.2 49,543 296.5 1,045.8 54,645

301.5 1,096.8 60,002 303.5 1,117 62,216 305.8 1,141 64,812

306.5 1,147.9 65,613 311.5 1,195.6 71,472 316.5 1,241.5 77,565

321.5 1,289.4 83,892 _________

47. REMARKS AND REFERENCES

Bottom of radial gates.

2 Bureau of Reclamation Project Data Book, 1981.

Calculated using mean annual runoff value of 84,160 AR, item 24, 1/75-5/01.

Computed annual inflows from 1/75 through 5/01.

Original reported surface area and capacity at el. 3,05.8. A reconnaissance survey after completion of the

reservoir found depths deeper then the original report bottom elevation of 1 95.0.

Surface area & capacity at el. 305.8.

Inflow values in acre-feet and maximum and minimum elevations in feet by water year from 1/75 through 5/01. Some

months of missing records.

Total sediment deposition values could not be computed with available data. The 2001 underwater survey measured

greater surface areas from reservoir elevation 255.0 and below than what was originally reported. The 2001

analysis concluded these differences were due to under reporting of the orig inal surface areas and not a vertical

datum shift, dredging, or scouring since dam closure. The 2001 study measur ed an active capacity loss

(elevation 235.3 to 305.8) of 352 acre-feet that can be attributed to sedime nt accumulati on. The 2001 survey

could not verify the sediment deposition in the inactive zone, below elevati on 235.3, due to the under reporting

of the original capacity.

Due to under reporting of the original surface areas, the 2001 study measured an increase of inactive and dead

storage of 2,580 acre-feet. This resulted in an net capacity increase of 2, 228 acre-feet from reservoir elevation

305.8 feet and below.

45. AGENCY MAKING SURVEY Bureau of Reclamation

49. AGENCY SUPPLYING DATA Bureau of Reclamation f

DATE December 2001

Table 1. - Reservoir sediment data summary (page 2 of 2).
1 2 - I 5 -

6 7 8

Elevations Reservoir Original Original 2001 2001 Change in Change in

Al location Area Capacity Area -

Capacity Area Capacity

(feet) (acres) (acre-feet) (acres) (acre- feet) (acres) )acre- feet

- t

321.5 1289.4] 83892

T -

316.5 -

1241.5 77565

311.5 1195.6 71472

4- t

306.5 1147.9 65613

305.8 Surcharge 1157 62584 1141.0 64812 -16.0 2228

303.5 Joint 1l32 5995l 1117.0 62216 -15.0 2265

301j

- - ----- ---h

1111 57708] 1096.8 6O0O2 -14.2 2294

296.5

- -

1057 52288 1045.8 546451 -11.2 2357

286.5

-

1OO8 -47125] 995.2 -

966 42203k 948.2L

49543

446841

-l --

-17.8]

2418

2481

4 r

283.5 Conservation 938 39348 920.0 I

28l.5 91 37492k 901.1

,

4OO6l

A

-18.0

-17.9,

2534

2569

276.5 872, 33014 851.2: 35680 -20.81 2666

271.5] 826 287751 799.4 31554 -26.61 2779

27O.0 809 27548H 790.8 30361 -18.2 2813

265.01 L 2362 2G5l7 -6.9 2875

260.0 7001 20017' 693.81 22916L -6.2 2899

255.0] 635 16678 638.4

-- -- ----

-

l958 3.4 2904

25j

±

576 13659 165341 6.8 2875

245.0

__

I 530 10894- 542.1 13721, 12.1 2827

-

240.0 47l

5Lnactive 411 6313 449.0?

11117

8893L

27.0?

38.0k

2732

2580

235.01 407j 6190 445.7k 8759' 38.7 2569

230.0

229 01

22

, _______

34l 4318] 3935] 6661

Dead - 328 3984 3830 6273J

271 2789] 34l.0 4823

52.5

55O

70.0'

2343

2289

2034 ______

? ? 220. 191 164 278.2 3274

-_____

215.0

_.

' 133 833 211.4] 2051 784 1218

210.0 82 3llL 155.4 ll3S 73.4 824

-

1

II

Elevation of reservoir water surface.

I

_______ -

2 Top elevation of reservoir allocation zone.

3 Original reported reservoir surface area.

4 Jiginal reported reservoir_capacity.

--

______

-- --

5 Reservoir surface area from 2001 survey.

6 2001 Reservoir capacity computed using ACAP . -

- -

Change in surface area, 2001 measured area minus original area. -

8 Change in capacity, 2001 computed capacity minus original capacity.

Table 2 - Summary of 2001 survey results.
Figure 1. - Henry Hagg Lake location map.
Space intentionally left blank due to security concerns 

'Mt

S J1

Horizontal datum based on North

American Datum of 1927 OreQon

Coordinate System. North Zone.

Vertical datum based on National Geodetic

Vertical Datiufl of 1929 which is azound

3.49 feet less then NAVDS8.

13

Figure 3. - Henry Hagg Lake topographic map, No. 417-D-803.
N

w

F-'

I W 1

Horizontal datue based on North

American Oatum of 1927 Oregon

Coordinate System, North Zone.

Vertical datum based on National Geodetic

Vertical Datum of 1929 which is around

3.49 feet less thai NAVD8Z:

15

Figure 4. - Henry Hagg Lake topographic map, No. 417-D-8O4
Area-Capacity Curves for Henry Hagg Lake

Area (acre)

1300.0 1170.0 1040.0 910.0 780.0 650.0 520.0 390.0

325.0 - -• - - ____

305.0

285.0

0

265.0

0

>

0

Iii

245.0

225.0

205.0

185.0 -

0 8400 16800 25200

260.0 130.0 0.0

325.0

305.0

285.0

265.0

245.0

225.0

205.0

-- -- - -- ------ -h----- - - - 185.0

33600 42000 50400 58800 67200 75600 84000

Capacity (acre-feet)

Figure 5. - 2001 area and capacity curves