S~AD-A258 784

US Army Corps 71184111J11

of Engineers

Lower Mississippi

Valley Division

Particle Size Distributions of Bed Sediments Along the

Thalweg of the Mississippi River, Cairo, Illinois, to

Head of Passes, September 1989

Potamology Program (P-i)

Report 7

DTIC

RI ECI•L TE I SOy 1? -D

Prepared by

Carl F. Nordin and Bryan Scott Queen

Department of Civil Engineering

Engineering Research Center

Colorado State University

Fort Collins, CO 80521

Monitored by

Hydraulics Laboratory

US Army Engineer Waterways Experiment Station

3909 Halls Ferry Road, Vicksburg, MS 39180-6199 9 9 - 64 9I92-e964
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1. AGENCY USE ONLY (Leave blank) 1 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED

September 1992 Final report

4. TITLE AND SUBTITLE S. FUNDING NUMBERS

Particle Size Distributions of Bed Sediments Along the

Thalweg of the Mississippi River, Cairo, Illinois, to

Head of Passes. September 1989

6. AUTHOR(S)

Carl F. Nordin

Bryan Scott Queen

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

REPORT NUMBER

Department of Civil Engineering, Engineering

Research Center, Colorado State University,

Fort Collins, CO 80521

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

US Army Engineer Division, Lower Mississippi Valley AGENCY REPORT NUMBER

PO Box 80, Vicksburg, MS 39181-0080

USAE Waterways Experiment Station, Hydraulics Potamology Program

Laboratory, 3909 Halls Ferry Road, Vicksburg, MS (P-1) Report 7

39180-6199

11. SUPPLEMENTARY NOTES

Available from National Technical Information Service, 5285 Port Royal Road,

Springfield, VA 22161.

12a. DISTRIBUTION /AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE

Approved for public release; distribution is unlimited.

13. ABSTRACT (Maximum 200 words)

Changes in Mississippi River bed material gradations between Cairo, IL,

and Head of Passes, LA, between 1932 and 1989 were determined. In September

1989, bed material samples were collected from the thalweg of the river along

the 955-mile reach. In all, 504 samples were collected at 417 locations.

Results were compared to a similar sampling program conducted in 1932. In general, the 1989 bed contained less coarse sand and gravel and less very fine

sand than the 1932 bed. Upstream of the Old River Structure near river

mile 300 the bed was generally finer in 1989 than in 1932. Downstream from

river mile 300 the median grain size was about the same, but the distribution

was more uniform, with less very fine sand.

14. SUBJECT TERMS 15. NUMINER OF PAGES

Bed material sampling River morphology 93

Mississippi River Sedimentation 16. PRICE CODE

Particle size distribution

17. SECURITY CLASSIFICATION 1S. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATION 20. LIMITATION OF ABSTRACT

OF REPORT OF THIS PAGE OF ABSTRACT

UNCLASSIFIED UNCLASSIFIED I II

NSN 7540-01-290-5500 Standard Form 298 (Rev. 2-89) Prescribed by ANSI Sid Z39-18

298-102
PREFACE

The study reported herein is a component of the river engineering studies of the US

Army Engineer Division, Lower Mississippi Valley (LMVD). These studies are conducted

under the direction of the Commander, LMVD, and are a comprehensive analysis of physical

forces that influence the flood-carrying capacity and navigability of the lower Mississippi

River. The purpose of these studies is to define cause-and-effect relationships that result in

short- and long-term changes in the stage-discharge relationships of the lower Mississippi

River and to develop improved design concepts and criteria for construction of channel stabilization works that will improve flood control and navigation along this river.

This investigation is directly related to the following previous studies of the sediment

regime of the Mississippi River Basin:

Phase I, conducted under the earlier LMVD Potamology Program (T-1), resulted in the

publication of WES Technical Report M-77-1, "Inventory of Sediment Sample Collection

Stations in the Mississippi River Basin," in March 1977.

Phase II resulted in LMVD Potamology Program (P-i) Report 1, "Characterization of

the Suspended-Sediment Regime and Bed-Material Gradation of the Mississippi River Basin,"

published in August 1981. The Phase 11 study identified a downward trend in Mississippi

River suspended-sediment loads that apparently began around the middle of the 20th century.

Phase III dealt with suspended-sediment sampling, analysis, and load computation

procedures used at key stations on major streams in the Mississippi River Basin and the possible correlation of these procedures with the downward trend in suspended-sediment loads.

Results of Phase III were reported in Potamology Program (P-i) Report 5, "Downward Trend

in Mississippi River Suspended-Sediment Loads," published in July 1990.

Phase IV examined existing regime equations and their applicability to major alluvial

systems, with a principal focus on the effects of changes in suspended-sediment loads as they

relate to the regime of alluvial rivers. Phase IV results were published in October 1990, as

Potamology Program (P-i) Report 6, "Impact of Changes in Suspended-Sediment Loads on

the Regime of Alluvial Rivers."

The study reported herein was conducted, under contract, by Colorado State

University, Fort Collins, CO. The contract was administered by the US Army Engineer

Waterways Experiment Station (WES). Results of the study were reviewed by LMVD and

WES. Funding for the study was provided jointly by US Army Engineer Districts,
New Orleans, Vicksburg, and Memphis. The study was conducted between June 1989 and

June 1991.

The study was conducted by Dr. Carl F. Nordin and Mr. Bryan Scott Queen of the

Department of Civil Engineering at Colorado State University; Mr. Robert H. Meade, US

Geological Survey; and Dr. Stanley A. Shumm, Colorado State University. Mr. Robert E.

Rentschler, US Army Engineer District, Vicksburg, assisted in the sampling program.

Messrs. Charles Elliott, LMVD; Ronald R. Copeland, WES; and Robert E. Rentschler provided general guidance and review of the research.

This report was published under the general supervision of Messrs. Frank A.

Herrmann, Jr., Director, Hydraulics Laboratory (HL), WES; Richard A. Sager, Assistant

Director, HL; Marden B. Boyd, Chief, Waterways Division, HL; and Michael J. Trawle,

Chief, Math Modelling Group, Waterways Division.

At the time of publication of this report, Director of WES was Dr. Robert W. Whalin.

Commander and Deputy Director was COL Leonard G. Hassell, EN.

Accession For

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CONTENTS

INTRODUCTION ..................................................... 1

ACKNOWLEDGEMENTS .............................................. 2

BACKGROUND ..................................................... 2

The Research Vessel ............................................. 2

The Samplers .. ................................................ 3

Sampling Procedure .............................................. 4

SAMPLE ANALYSES ................................................. 5

RESULTS .......................................................... 5

1989 Data .. ................................................... 5

COMPARISON OF 1989 RESULTS WITH 1932 RESULTS ..................... 11

Matching 1932 Locations to 1989 Locations ............................ 11

Grain size distributions and statistics for the 1932 samples ................. 11

Comparison of 1989 and 1932 grain size distributions ..................... 12

Comparison of Median and Mean Grain Diameters ....................... 20

Comparison of the Mean Sand Grain Diameters ........................ 23

COMPARISON OF SAMPLERS ......................................... 23

COMPARISON OF PIPET AND HYDROMETER ANALYSIS ................... 30

DISCUSSION OF RESULTS ........................................... 32

Geologic and Other Controls ....................................... 32

Other Factors . ................................................ 33

SUMMARY AND CONCLUSIONS ...................................... 35

REFERENCES ...................................................... 36

APPENDIX A - Data Tables

APPENDIX B - Plates

111ii
LIST OF FIGURES

Figure 1. The R/V Acadiana ........................................ 3

Figure 2. The bed material samplers used during the 1989 field data collection .... 4

Figure 3. Definition sketch for grain size distribution plotted on a linear scale ...... 7

Figure 4. Definition sketch for grain size distribution plotted on a log-normal

probability scale . ......................................... 9

Figure 5. Composition of 1989 bed material, averaged by 25 mile reaches ........ 10

Figure 6. Composition of 1932 bed material using the extended Wentworth scale,

averaged by 25 mile reaches .................................. 13

Figure 7. Difference in percentage of gravel between 1989 and 1932 samples ..... 14

Figure 8. Difference in percentage of very coarse sand between 1989 and 1932 .... 15

Figure 9. Difference in percentage of coarse sand between 1989 and 1932 ........ 16

Figure 10. Difference in percentage of medium sand between 1989 and 1932 ...... 17

Figure 11. Difference in percentage of fine sand between 1989 and 1932 ......... 18

Figure 12. Difference in percentage of very fine sand between 1989 and 1932 ...... 19

Figure 13. Comparison of sorting coefficients for the 1989 and 1932 samples ...... 21

Figure 14. Comparison of median grain diameters for the 1989 and 1932 samples ... 22

Figure 15. Comparison of mean grain diameters for the 1989 and 1932 samples .... 24

Figure 16. Comparison of mean sand grain diameters for the 1989 and 1932

sam ples ............................................... 25

Figure 17. Largest particle size plotted against river mile .................... 26

Figure 18. D16 comparisons between the WES and the 4" USGS pipedredge and

US BM -54 samplers ...................................... 27

Figure 19. D50 comparisons between the WES and the 4" USGS pipedredge and

US BM-54 samplers ...................................... 28

Figure 20. D84 comparisons between the WES and the 4" USGS pipedredge and

US BM -54 samplers ...................................... 29

Figure 21. Comparison of the relative quantity of fine material collected with the

WES and US BM-54 samplers ................................ 31

iv
LIST OF TABLES

Table 1. Grain size distributions of material coarser than 0.062 mm fur

samples collected with the WES sampler

Table 2. Grain size distributions of cross channel samples

Table 3. Grain size distributions for comparison samples collected with

the 4" USGS pipedredge sampler

Table 4. Grain size distributions for comparison samples collected with

the US BM-54 sampler

Table 5. Grain size distributions for comparison samples collected with

the 8" pipedredge sampler

Table 6. Grain size distributions of silts and clays determined with the

pipet method

Table 7. Percentages of sand, silt, and clay determined with the

hydrometer method

Table 8. Diameters of the largest gravel particle recorded for each sample

Table 9. Computed statistics for the 1989 WES samples

Table 10. Grain size distributions for the 1932 Corps of Engineers samples,

converted to the extended Wentworth scale

Table 11. Computed statistics for the 1932 WES samples

Table 12. Mechanical analysis of Mississippi River bed material

(from Table 39, WES, 1935).

LIST OF PLATES

Plate 1. Location Map

Plate 2. Dimensions of the WES sampler

Plate 3. Hydrograph for Hickman, Missouri, 1930-1933 and 1987-1990

v
INTRODUCTION

In 1932, the Chief of Engineers, U.S. Army, directed that studies be undertaken to

determine the force of flowing water required to move materials composing the bed of the

Lower Mississippi River (WES, 1935). The studies were initiated that same year and were

carried out in two parts. The first part consisted of a series of flume studies of materials

moved by hydraulic traction. The second part consisted of systematic sampling and analyses

of bed sediments from the Mississippi River channel thalweg along a 1,070-mile reach

between Cairo, Illinois, and Head of Passes (572 samples in all) and some additional

sampling in major tributaries and in the passes to the Gulf, 1091 miles downstream of Cairo.

The results of these investigations were published in 1935 in Waterways Experiment Station

Paper Number 17, "Studies of River Bed Material and Their Movement, with Special

Reference to the Lower Mississippi River" (WES, 1935). The field data were to become,

and are still, the classic example of bed sediment size reduction along a river. Leopold,

Wolman, and Miller (1964), in their book "Fluvial Process in Geomorphology", stated "The

changes in grain size in the Mississippi River...are as well documented as in any large river

of the world." and "Few, if any, sets of data extant are as consistent and voluminous".

Many changes have taken place on the Mississippi River since 1932. The river has

been shortened by cutoffs and channel realignment. Bank revetments and protection works

have substantially eliminated bank erosion as a source of sediments. In addition, dams on

the Missouri River, the largest contributor of sediment to the system, have reduced the

sediment contributions from that river to a fraction of their historic values. Sediment

discharges to the Gulf of Mexico by the Mississippi River today are about one-half of what

they were prior to 1952 (Meade and Parker, 1985). In view of these changes, one would

expect the bed sediments of the Mississippi to be coarser today than they were in 1932.

However, until now, data to confirm this were not available, and in fact, the results of recent

fairly extensive sampling programs in the Vicksburg District suggested that the bed may be

finer (Robbins, 1977). However, procedures in sampling were not the same as in 1932, so

the results are not directly comparable, as pointed out by Robbins (1977, p. 14). Many of

Robbins' values were averages of 4 to 12 samples across a section, and because some of the

samples may contain finer bed sediments in regions of low velocities, the average size

distribution values are not directly comparable to the size distributions of the thalweg

samples of 1932. In order to make comparisons, samples needed to be collected from the

thalweg during the low flow season, August-October, in the same way that they were

collected in 1932.

1
In 1989, the Corps of Engineers contracted with Colorado State University to

undertake a sampling program to duplicate as closely as possible the program carried out in

1932. The purposes of the study were (1) to determine if the size distributions of bed

sediments in the river thalweg have changed since 1932, and (2) to provide baseline

information against which future changes can be monitored. This report presents our

findings.

ACKNOWLEDGEMENTS

Many groups and individuals assisted us. We acknowledge with thanks the logistical

support by LUMCON and the excellent efforts by the crew of R/V ACADIANA. Robert H.

Meade, U.S. Geological Survey, and Stanley A. Schumm, Colorado State University, assisted

in the sampling between Cairo, Illinois, and Greenville, Mississippi. We appreciate their

help. R.E. Rentschler, U.S. Army Corps of Engineers, Vicksburg, took part in the entire

campaign. His assistance and knowledge of the river were invaluable. We also thank

R.R. Copeland and Charles Elliott, U.S. Army Corps of Engineers, Vicksburg, for their

encouragement and support of this research.

BACKGROUND

The Research Vessel

Work was carried out aboard the research vessel R/V ACADIANA owned and

operated by Louisiana Universities Marine Consortium (LUMCON), Cocodrie, Louisiana.

The vessel, shown in Figure 1, displaces 52 tons and is 58 ft long with an 18-ft beam and 4-ft

draft. It is equipped with a stem mounted A-frame and hydraulic winch with 8,000 lb.

capacity and a davit winch on each side with 1,000 lb. capacity. The vessel is self-contained

with galley, sleeping quarters for six, and a laboratory.

RN ACADIANA left Cocodrie August 27, 1989 and arrived at Wickcliffe, Kentucky

on August 31, 1989. We began sampling September 1, 1989 at Cairo, Illinois (RM 954.6),

and finished at Head of Passes (RM 0) on September 24, 1989. A map of the reach showing

river miles and a few key locations along the river is contained in Plate 1.

2
vi. r &' iýi

Figure 1. The R/V Acadiana

The Samplers

Most of the samples were collected with the WES drag sampler (WES, 1935). The

sampler consists of a 4-inch inside diameter steel pipe four feet long, closed at one end and

flared to about eight inches diameter at the other end (see Plate 2). The device is attached

by means of a bail to the cable over the A-frame. In addition to the WES drag sampler, we

carried the US BM-54 bed material sampler (Interagency Committee, 1963) and two shorter

drag samplers, as shown in Figure 2. These drag samplers were constructed from pieces of

thick-wall steel pipe four inches and eight inches inside diameter and about 20 inches long.

One end was welded shut and the other end was beveled from the inside to a cutting edge.

A length of chain four or five times the length of the sampler was attached to two holes

drilled near the cutting ed>e. A shackle was mounted at the center of the chain to attach

the sampler to the winch cable for sampling. A light weight shackle was used as a safety

measure so that the shackle would break rather than the cable if the sampler were to

become caught on sunken trees, bedrock outcrops, or debris.

3
Figure 2. The bed material samplers used during the 1989 field data collection

campaign. From left to right: WES sampler, 4" USGS pipedredge,

8" pipedredge, and the US BM-54

Sampling Procedure

When sampling with the US BM-54, the vessel is held stationary. With the drag

sampler, however, the vessel is allowed to drift with the current while the sampler is lowered

and dragged along the bed. Usually, a length of cable two to three times the flow depth is

played out before dragging so that the sampler drags almost horizontally along the bed well

upstream from the sampling vessel. When recovering the sample, the boat is held stationary

and the sampler is retrieved slowly so that the open end is not exposed to high velocities,

which ,",uld wash out some of the finer material.

After the sampler was brought on deck, its contents were emptied into a steel pan,

a representative subsample of the bed material was placed in a plastic bag that was sealed

and labeled for shipment to the sediment laboratory at Colorado State University, and the

diameter ,of the largest gravel particle in the remainder of the sample was recorded.

4
On many occasions, the drag samplers became caught on objects on the bed. When

this happened, it was necessary to back the vessel upstream over the sampler in order to

retrieve it. On one occasion, we lost one of the WES drag samplers, but on qll other

occasions, it was possible to loosen the sampler and recover it. Several times a day we

collected samples with both the drag samplers and the US BM-54 in order to compare

results from the different samplers.

Sampling sites were selected in advance after studying the navigation charts and most

recent bathymetry to locate the thalweg and position along the channel. Usually, we

sampled at mile markers and beacons, or other permanent and easily identified features

shown on the navigation charts so that we could return to the identical location at a later

date if additional sampling is required. All sample locations are identified by River Mile and

distance from a reference bank determined from the ship's radar. All information at each

sampling site was entered in a sample log for permanent record. In all, 504 samples were

collected from 417 locations.

SAMPLE ANALYSES

The samples were shipped to the sediment laboratory at Colorado State University

Engineering Research Center for analyses. Each sample was dried and weighed. The entire

sample was sieved for 10 minutes to determine the particle size distribution of gravel

(material coarser tian 2 mm). The material passing the 2 mm sieve was split to 50 grams

or less and analyzed by sieving for 15 minutes. If the samples contained silts or clays, these

finer size distributions were determined by pipet analyses. Hydrometer analyses were also

carried out on these samples. In 1932, samples containing silts and clays were analyzed by

the hydrometer method (WES, 1935).

In our particle size analyses and classification, we used the extended Wentworth scale

(Vanoni, 1975, p.20).

RESULTS

1989 Data

The grain size distribution of material coarser than 0.062 mm for samples collected

with the WES sampler are given in Table 1. At three locations, cross channel samples were

taken with the WES sampler. The grain size distributions for these samples are shown in

5
Table 2. Grain size distributions (for the material coarser than 0.062 mm) for samples

collected with the USGS 4" pipedredge, the US BM-54 sampler, and the 8" pipedredge, are

shown in Tables 3, 4, and 5, respectively. Some of the samples collected using the WES

sampler and the USGS 4" pipedredge contained significant amounts of clay and silt. The

grain size distribution of the clays and silts were determined by pipet analysis, and are shown

in Table 6. Additionally, a hydrometer analysis was performed on these samples. The

results of the hydrometer analysis are shown in Table 7. Table 8 shows the maximum gravel

particle size in each sample.

Several statistical parameters were computed using the grain size distributions for the

collected samples. These statistics are the D16, the D5 0, the D84, the sorting coefficient, the

uniformity modulus, and the mean grain diameter. The D1 6 is defined as the size of particle

for which 16% of the sample is finer, by weight. The D50 and the D84 are defined similarly.

The sorting coefficient is defined as follows:

a = 1/2 (D84 /D50 + D50 /D16)

The sorting coefficient provides a measure of the uniformity of the sample. As the sample

approaches perfect uniformity (i.e. the entire sample is composed of the same size grains),

the sorting coefficient approaches 1.0. The wider the variation of grain sizes present in the

sample, the larger the value for the sorting coefficient becomes.

The uniformity modulus is defined as the ratio of the area below to the area above

the D50 line, Ab /A., as shown in Figure 3. It is also a measure of sorting, the larger the

range of size distributions, the smaller the value of the uniformity modulus. For a uniform

grain size, its value is 1.0, its maximum value.

The mean grain diameter is a weighted average grain size for the sample. It is

determined by multiplying a grain size by the percentage of the sample it represents,

summing over the range of sizes, and dividing by the sum of the percentages representing

each size. This is shown on Figure 3. The computation of mean diameter tends to

emphasize the larger particles. Even a very small quantity of large material can significantly

raise the mean grain diameter. In some cases, the computed mean grain diameter was

larger than the D84 of the material.

6
100

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Grain Diameter, d

Mean Grain Diameter:

Dm= dAp AA+AB

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'niformity Modulus:

U AB

AA

Figure 3. Definition sketch for grain size distribution plotted on a linear scale

7
The plot shown in Figure 3 is a grain size distribution plotted on linear axes. Note

how the D16, the D50, and the D84 are determined. The mean grain diameter and the

uniformity modulus for each of the samples collected in 1989 were computed using such a

linear representation (in order to compare these statistics for the 1989 samples with those

published in the WES report, 1935).

A second method of showing a grain size distribution curve is on a log-normal plot,

as shown in Figure 4. On this type of plot, the size axis is a logarithmic scale while the

cumulative-frequency axis is a normal-probability scale. This method is desired because the

grain size distribution tends to plot as a straighter line on a log-normal plot than a linear

plot. This allows more accurate interpolation for various statistical parameters (Stevens,

1986). Using the normal-probability scale, the distance between the 50th percentile and the

16th percentile represents one standard deviation unit. Likewise, the distance between the

50th percentile and the 84th percentile is one standard deviation unit, as shown in Figure

4. The statistics cited in this report were determined using log-normal distributions

(except for the mean grain diameter and the uniformity modulus). A computer program

(using information from Stevens, 1986) was used to compute the pertinent statistics. The

statistics for the samples collected in 1989 are shown in Table 9.

The variation in composition of samples along the river is shown in Figure 5. This

figure was developed by averaging the grain size distributions of samples in 25-mile reaches.

It clearly indicates a progressive increase in percentage of finer materials in the downstream

direction. It also shows that the 1989 samples are composed mostly of medium and fine

sand.

8
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on a log-normal probability scale

9
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COMPARISON OF 1989 RESULTS WITH 1932 RESULTS

Matching 1932 Locations to 1989 Locations

In 1932, sample locations were identified by river miles downstream of Cairo, Illinois.

Cairo was River Mile (RM) 0 and the Head of Passes was RM 1069.5. Since 1932, many

changes have taken place along the Mississippi River. In the late 1930's and early 1940's,

many of the large meander bends were cut off, shortening the overall channel length by 160

miles. In 1962, the delineation of river mileage was changed, with river miles beginning at

0 at the Head of Passes and increasing upstream. Cairo is now at RM 954.6.

To make a useful comparison between the 1932 data and the 1989 data, it was

necessary to obtain the current river mileages of the 1932 sample locations and identify

samples taken in parts of the river which were later cut off. Using the descriptions of

sample locations in Paper No. 17, (WES, 1935) and a set of navigation maps of the lower

Mississippi River dated 1938, it was possible to identify most of the 1932 sample locations.

These locations were then transferred to 1988 navigation charts using latitude and longitude

lines for reference.

As can be expected for a river as dynamic as the Mississippi, the current channel does

not occupy the same alignment as it did in 1932. Cutoffs and lateral migration have resulted

in significant changes in channel location. Because of these changes, many of the 1932

sample locations are no longer in the river channel, complicating the comparison between

1932 and 1989. In choosing samples for the comparison, the following procedure was used.

Where the channel simply migrated laterally, the river mileage for the 1932 sample location

was chosen such that a line perpendicular to the river channel would intersect the 1932

sample location. If the 1932 samples were located in a part of the river that has since been

cut off, they were eliminated from the comparison. Only the 1989 samples obtained with

the WES sampler were used for the comparison.

Grain size distributions and statistics for the 1932 samples

Due to the difference in the sediment grade scales used in the analysis of the 1932

and 1989 samples (U.S. Bureau of Soils classification in 1932 and the extended Wentworth

scale in 1989), it was necessary to convert the results of the 1932 analysis to the extended

Wentworth scale. This was accomplished using log-normal interpolation as described by

Stevens (1986).

11
For the 1932 samples, percent finer quantities were computed for the following grain

sizes: 2.0 mm, 1.0 mm, 0.5 mm, 0.25 mm, 0.125 mm, and 0.062 mm. The resulting

distributions are shown in Table 10. Both the 1932 and 1989 river miles have been included

in this table for convenience. Where "NC" appears in the 1989 river mile column, the 1932

sample location is no longer represented by the current river alignment. These samples

were not included in the comparison.

Additionally, the pertinent statistics for the 1932 COE samples were computed using

a log-normal interpolation. Those statistics are presented in Table 11. Finally, the complete

grain size distributions for the 1932 samples are listed in Table 12. These are included here

because the 1932 WES report is out of print and not readily available.

Comparison of 1989 and 1932 grain size distributions

The converted grain size distributions for the 1932 samples were averaged by 25-mile

reaches and plotted, as shown in Figure 6. This plot was developed so that comparison

could be made with Figure 5; however, this is obviously difficult. To simplify the

comparison, the difference between the 1989 percentage and the 1932 percentage of

material in a given class was computed, averaged over 25 mile reaches, and plotted. The

percentage difference for gravel, very coarse sand, coarse sand, medium sand, fine sand, and

very fine sand are shown in Figures 7, 8, 9, 10, 11, and 12, respectively. A negative value

on these plots indicates a smaller percentage of material in that class in 1989 compared to

1932. In particular, Figure 7 indicates that from Cairo, Illinois, downstream to approximately

Baton Rouge, Louisiana, there is significantly less gravel in 1989 than there was in 1932.

Downstream of Baton Rouge, the percentages of gravel in the 1989 and 1932 samples are

virtually the same. Figure 8 indicates that there is generally less very coarse sand upstream

of Baton Rouge in 1989 than in 1932, with slightly more very coarse sand (approximately

0.3%) downstream of Baton Rouge in 1989. Figure 9 shows that there is generally less

co-rse sand upstream of Baton Rouge in 1989 than there was in 1932. Downstream of

Baton Rouge there is more coarse sand in 1989 than there was in 1932. Figure 10 reveals

a general increase in the amount of medium sand in 1989 over that in 1932. There is a

reach between Baton Rouge and New Orleans, however, where there is significantly less

medium sand in 1989 than in 1932. There was a general increase in the quantity of fine

sand between 1932 and 1989 over nearly the entire reach of river sampled, as shown in

Figure 11. Two exceptions to this general trend lie in the vicinities of Helena, Arkansas, and

Greenville, Mississippi. Downstream of Vicksburg, the increase in the amount of fine sand

is quite large, up to nearly 40%. Figure 12 indicates a decrease in the quantity of very fine

sand over the entire reach sampled from 1932 to 1989.

12
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18
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190
These plots, particularly Figures 7 and 12, indicate that the bed material has become

more uniform between 1932 and 1989, as they indicate reductions in the quantity of the

extreme sizes of bed material.

This conclusion if further supported by Figure 13, which shows the comparison of

sorting coefficients for the 1989 and 1932 samples, averaged by 25 mile reaches. For a

perfectly uniform grain size distribution, the value of the sorting coefficient would equal 1.0.

It can be seen in Figure 13 that the sorting coefficients for the 1989 samples are closer to

1.0 than the 1932 sorting coefficients, indicating more uniform material in 1989. The

presence of clay and silt near the downstream end of the study reach is responsible for the

larger values of sorting coefficient shown :'-re. The large spike in the 1989 sorting

coefficient is caused by one sample, located at RM 343.7, which consisted of mostly gravel

and clay, with very little intermediate sized material.

Comparison of Median and Mean Grain Diameters

The median grain diameter, D50, is the diameter such that half of the sample by

weight is smaller, and half is larger. A comparison between the median grain diameters,

averaged over 25 mile reaches for the 1989 and 1932 samples, Figure 14, shows that the bed

material sampled in 1989 is generally finer upstream of Vicksburg, Mississippi, than it was

in 1932. The D50's for the 1932 samples are significantly larger than for the 1989 samples

upstream of Vicksburg; between Vicksburg and New Orleans, the 1932 D50's are slightly

larger than those computed for the 1989 samples; and downstream of New Orleans, the

D50's for the 1989 samples are actually slightly larger than those computed for the 1932

samples.

There was some concern that the difference in sampling frequency (with respect to

distance) would skew this comparison. The 1989 samples were collected at approximately

2 mile intervals, while the 1932 samples were collected at much smaller intervals (as small

as 0.125 miles) in gravel bearing reaches. This was addressed in two ways: by choosing 1932

samples at approximately 2 mile intervals for the median diameter computations, and by

computing a length-weighted median diameter. Both of these efforts were met with the

same results as shown in Figure 14. It is apparent, then, that the frequency of s.mpling in

1932 did not affect the results of the comparison.

Values of D16 and D.4 were also plotted for comparison. The D16 values showed

about the same trends as the D50 values. The D84 values in 1932 were larger than the values

in 1989, confirming that the bed sediments were more uniform in 1989.

20
SOSS~d PO POOH ___-

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21
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Another comparison, between the mean grain diameters for the 1989 and 1932

samples, is shown in Figure 15. It lekds to the same conclusions as those reached concerning

Figure 14, although it shows that more large material was collected between Vicksburg and

Baton Rouge in 1932 (indicated by the relatively larger mean diameter).

Comparison of the Mean Sand Grain Diameters

The mean diameter for the sands between 0.062 mm and 2.0 mm in size were

computed for the 1989 and 1932 samples. The mean sand grain diameter was computed by

multiplying the percentage of sand in a given size range by the average size in that range

(i.e. 0.75mm for the 0.5 mm to 1.0 mm range), summing over the size ranges, and dividing

by the total percentage of sand in the sample. For the 1932 samples, it was necessary to use

the log-normal interpolated percentages for the sand sizes. The results of these

computations were averaged over 25 mile reaches, and the comparison between 1989 and

1932 is shown in Figure 16. This figure reveals that the 1989 mean sand grain diameter is

slightly smaller between Cairo, Illinois, and Baton Rouge, Louisiana than the 1932 mean

sand diameters. Downstream of there, the 1989 mean sand grain diameters are slightly

larger than in 1932.

Finally, the diameter of the largest gravel particle recorded for each sample is plotted

against river mile in Figure 17. Gravel was found in samples almost to New Orleans, but

none was detected downstream from there. There is a great amount of scatter in this figure,

but the general trend is toward a reduction of size downstream.

COMP-,.qISON OF SAMPLERS

At approximately 25 mile intervals bed material samples were collected with the WES

sampler and one or more additional samplers in order to compare the material obtained by

each. All samples were taken from as close to the same location as was possible. Three

additional samplers were used for the comparisons. They were the USGS 4" pipedredge,

the US BM-54 sampler, and an 8" pipedredge.

The comparison of the D16 for the WES sampler and the 4" USGS pipedredge and

for the WES sampler and the US BM-54 sampler are shown in Figure 18. Similaily, the

comparisons of the D50 and the D84 for these samplers are shown in Figures 19 and 20.

These plots indicate that there is no systematic difference between the WES and the 4"

USGS samplers, or the WES and the US BM-54 samplers.

23
SsssodýJ 10 PDOH. 0

CF) -4 0.7 'SSioefL0 MON 0

0

~cU)

0

//~2930 ocg Ix 

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24
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25
SOSS~d ;O POSH -0

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26y XxX
6.0

10 5.0

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0

0.0

0.0 1.0 2.0 3.0 4.0 5.0 6.0

WES Sampler D1,

4.0

3.0

1

-2.0

ID

(1)1.0-

0.0 I I I I

0.0 1.0 2.0 3.0 4.0

WES Sampler D16

Figure 18. D16 comparisons between the WES

and the 4" USGS pipedredge and US BM-54 samplers

27
6.0

0 5.0

,4.0

-3.0 A

S1.0

0.0

0.0 1.0 2.0 3.0 4.0 5.0 6.0

WES Sampler D5 0

4.0

3.0

0

o

S2.0

0.0

0.0 1.0 2.0 3.0 4.0

WES Sampler D5 0

Figure 19. Dso comparisons between the WES

and the 4" USGS pipedredge and US BM-54 samplers

28
6.0-

05.o

0

*4.0

S3.0o

.2.0

I.0-

0.0 , I , , 0.0 1.0 2.0 3.0 4.0 5.0 6.0

WES Sampler D8 4

"4.0

3.0

2.0 I0

co2.0- In

0.0-

0.0 I I I ,I

0.0 1.0 2.0 3.0 4.0

WES Sampler D9 4

Figure 20. D84 comparisons between the WES

and the 4" USGS pipedredge and US BM-54 samplers

29
Of particular interest was the question as to whether or not the fine material was

washed out of the WES sampler during sample procurement and retrieval. A comparison

between the relative 4 uantity of fine material collected in the WES sampler and the quantity

collected in the US BM-54 sampler is shown in Figure 21. The US BM-54 sampler was

chosen for this comparison because it has a spring loaded scoop in which the sample is

collected. Once the scoop shuts (with the bed material inside), the sample is isolated and

no material can be washed out (interagency Committee, 1963). This comparison indicates

that the finer material is not being removed from the WES sampler.

Similar comparisons were made for other combinations of samplers, all with the same

results: there is no systematic difference between the samplers and there is no evidence of

fine material being washed from the pipedredge samplers.

COMPARISON OF PIPET AND HYDROMETER ANALYSIS

A comparison was made between the percentages of sand, silt, and clay determined

using the pipet method, Table 6, with those percentages determined using the hydrometer

method, Table 7. For the fine samples analyzed by both pipet and hydrometer methods, the

hydrometer method consistently produced a higher percentage of sand than the pipet

method did. For the silt fraction, the use of the hydrometer method consistently resulted

in a smaller percentage of silt than determined using the pipet method. For the clay

fraction, both methods produced about the same results.

30
N

00

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0 N.

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01

0 0 0

0 0 0~

CL

0

0 0 Q 0j 0

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o 0 3L
DISCUSSION OF RESULTS

Of the many changes imposed on the Mississippi River since 1932, three were

identified as most likely to influence the bed sediment sizes. First, meander cutoffs have

shortened the reach and increased the overall slope between Cairo and the Gulf. Second,

reservoirs on the tributaries, especially those on the Missouri River, atong with watershed

management, soil conservation, and other measures, have reduced sediment inflow into the

reach by almost 50 percent (Meade and Parker, 1985; Keown and others, 1981; Dardeau

and Causey, 1990). Third, the extensive bank protection works have reduced substantially

bank erosion as a source of very fine sediments. In view of these factors, we postulated that

the thalweg sediments in 1989 would be coarser than they were in 1932. In fact, this was

not the case. The analyses show that upstream of RM 300 both mean and median diameters

were generally smaller in 1989 than in 1932; downstream of RM 300 they were about the

same. The 1989 samples, compared to the 1932 samples, contained less gravel and very fine

sand and larger quantities of fine sand, especially in the reach below Old River. The

changes in size distributions were rather subtle.

It is possible that variations in bed sediment size distributions from one low flow

period to another might be caused by differences in the prior flood hydrographs. To test

this possibility, we superimposed the hydrographs for 1930-1933 and 1987-1990, Plate 3.

There are small differences in fine detail, but overall, the flood hydrographs for 1932 and

1989 are strikingly similar. The previous years hydrographs are not so similar, but none of

them contain periods of sustained high flows that might modify bed sediment size

distributions. The low flows in August 1932 and August 1989 were about the same,

approximately 200,000 cfs. During September, the flows increased in 1932 and decreased

in 1989, but the differences probably were not significant. We postulate that the differences

in bed sediment sizes reflect long-term changes rather that short-term variations due to

differences of previous flood flows. This can not be proven with the data at hand, so it

would be useful to undertake some sampling of selected reaches through a range of flows

to determine if the bed sediments sizes in the thalweg change with changes in stage.

Geologic and Other Controls

In the sampling program, we sounded the bed along the approach to each station,

and generally we could distinguish bedrock and clay outcrops and gravel deposits from sand

beds (Queen and others, 1990). Geologic controls, fine-grained deposits (clays), and gravel

32
outcrops and bars seem to control the low-water profile along much of the reach. The

importance of geologic controls on the Mississippi River was emphasized in earlier studies by

Fisk (1944, 1947, 1949). Elliott and others (1991) show that the low-water profile along the

reach between RM 580 and 780 was almost 10 ft lower in 1988 than it was in 1962.

Upstream and downstream of this reach, the profile has not changed much, perhaps reflecting

the stabilizing influence of geologic controls.

During low flows, gravel bars are exposed at a number of locations along the river.

Two of these were inspected during 1989; one at Wolf Island Bar, RM 935, and another

downstream at RM 764. At both locations, the bars were armored with coarse gravel and

cobbles, and at the head of Wolf Island, some prnbing in the shallow flows indicated that the

gravel extended into the channel beneath a veneer of sand. Perhaps the gravel extends across

the entire channel and is only covered with a veneer of sand during low flows. If this were

the case, the gravel bar might serve as a local control for the stage and water surface slope

during floods. This could easily be verified by sampling the same locations during the flood

season.

At numerous places along the 700-mile reach between Cairo and Baton Rouge (from

RM 950 to about RM 250) the river is eroding into low bluffs situated along the left bank.

The bluffs contain conglomerates and other erosion-resistant materials, and at some places

outcrops of these materials extend under the river. At RM 709.9, we recovered a large

particle of siltstone about 180 mm in diameter, and at RM 568.7, a large chunk of

conglomerate about 160 mm in diameter was recovered. Both of these materials crop out in

bluffs at various locations. We did not include these two particles in Table 8 or Figure 17.

Although the influence of geologic controls on the behavior of the river cannot be

specified, it is likely that such controls have a stabilizing effect, as suggested by Winkley

(1977), and Elliott and others (1991). The channel will tend to adjust to various factors such

as meander cutoffs, channelization, and reductions in sediment load, but the locations along

the channel and the rates at which these adjustments take place probably are influenced by the

controls.

Other Factors

Elliott and others (1991) identify a number of probable causes of changes in the lowflow stage-discharge relations, among which are tectonic activities, continuing long-term

natural geomorphic adjustments, changes in flows and sediment loads, and gravel mining.

Certainly the New Madrid Earthquake of 1811-1812 had substantial impact on the channel,

33
and long-term geomorphic adjustments to this event or to prior tectonic activities may still be

underway. Probably, these adjustments include changes in bed sediment sizes, but the earlier

records are not complete enough to identify any changes or trends. Also, it is likely that any

changes due to long-term natural geomorphic adjustments are obscured by the impacts of the

other factors listed above.

Although records of the quantities of gravel mined from the Lower Mississippi River

are not available, there is substantial evidence that gravel supplies in the river bed have

declined as a result of the mining (Keown and others, 1981; Lagasse and others, 1980). The

reduction in the fraction of gravel between the 1932 and 1989 samples perhaps reflects the

impact of the mining.

The reduction of the suspended sediment load of the Lower Mississippi River is well

documented (Dardeau and Causey, 1990; Meade and Parker, 1985), but the impact of changes

in the suspended sediments on the bed sediment sizes is difficult to quantify. Most of the

sediment, trapped in the Missouri River reservoirs are fine-grained sediments, and this

trapping, together with the bank protection works along the Lower Mississippi River have

reduced the sources of fine sediments and could account for the reduction of very fine sand in

the bed sediments. When one size fraction of the bed sediments is reduced or eliminated, the

other size fractions are increased proportionately, but the reduction of the very fine sand alone

is not enough to account for the prevalence of fine sand (0.125 -0.25 mm) downstream of RM

350 as shown in Figure 11. Perhaps this fine sand is material that is stored and re-entrained

on a seasonal basis (Meade and Parker, 1985) or perhaps it is material moving through the

system that was flushed from the bed of the Missouri River as it degraded and armored

downstream of Gavins Point Dam or that was winnowed from the bed of the Lower

Mississippi in response to meander cutoffs. The time scales of these later processes are

probably on the order of decades to centuries. It should be possible to sort out the seasonal

storage and re-entrainment from the impacts of upstream reservoirs using a one-dimensional

mathematical model.

In summary, the thalweg bed sediments did not become coarser between 1932 and

1989, but there were changes in the overall size distributions. The 1989 samples contained

smaller proportions of gravel and very fine sand, and downstream from about RM 350, the

samples contained larger proportions of fine sand. Mining of gravel perhaps accounts for the

reduction in the proportion of gravel, and reservoir sedimentation in the tributaries and bank

protection works have reduced the supply of very fine sand to the reach. The larger

34
proportion of fine sand observed in the 1989 samples along the downstream part of the reach

could reflect either seasonal storage and re-entrainment of sediments from suspension or longterm adjustments from degradation below reservoirs and meander cutoffs, or possibly a

combination of both of these factors.

SUMMARY AND CONCLUSIONS

During September, 1989, we collected 504 samples at 417 locations along the thalweg

of the Mississippi River between Cairo, Illinois, and the Head of Passes. Most samples were

collected using the same equipment and sampling techniques used by the Corps of Engineers

in 1932 when they collected samples along the same reach. At a few locations, samples were

also collected using the US BM-54 sampler and shorter drag samplers to determine if there

were any systematic differences in size distributions that could be attributed to the samplers.

Particle size distributions of sands and coarser material were determined by sieving.

Particle size distributions of finer sediments were determined by pipet analyses and also by

hydrometer. The basic data are given in Tables 1-8. The main conclusions of this

investigation are as follows:

1. The 1989 samples contained less coarse sand and gravel and less very fine

sand than the 1932 samples; generally, they were more uniform in distribution

that the 1932 samples.

2. Between Cairo, Illinois, and RM 300, near the Old River Control Structure, the

bed sediments were generally finer in 1989 than they were in 1932.

Downstream of the Old River Control Structure, the median and mean

diameters were about the same for both sets of samples, but the 1989 samples

contained less very fine sand (0.062mm-0.125mm) and more fine sand

(0.125mm-0.250mm) than the 1932 samples.

3. The mean diameters of the sample fractions between 0.062 mm and 1.0 mm

were generally slightly smaller in 1989 upstream of about RM 300, and

generally slightly larger in 1989 downstream of there, compared to 1932.

4. There were no systematic differences in size distributions of samples collected

with the different samplers.

35
REFERENCES

Dardeau, E.A. and Causey, E.M., 1990, "Downward Trend in Mississippi River SuspendedSediment Loads," Potamology Program (P-i), Report 5, U.S. Army Engineers WES,

Vicksburg, MS.

Elliott, C.M., Rentschler, R.E. and Brooks, J.H., 1991, "Response of the Lower Mississippi

River Low-Flow Stages," Proceedings of the 5th Fed. Interagency Sedimentation

Conf., Las Vegas, NV.

Fisk, H.N., 1944, "Geological Investigation of the Alluvial Valley of the Lower Mississippi,"

Mississippi River Commission, Corps of Engineers, Vicksburg, MS.

Fisk, H.N., 1947, "Fine-Grained Alluvial Deposits and their Effects of Mississippi River

Activity," Mississippi River Commission and WES, Corps of Engineers, Vicksburg,

MS.

Fisk, H.N., 1949, "Geological Investigation of Gravel Deposits in the Lower Mississippi

Valley and Adjacent Uplands," Mississippi River Commission and WES, Tech. Memo.

No. 3-273, Corps of Engineers, Vicksburg, MS.

Interagency Committee, 1963, "Determination of Fluvial Sediment Discharge," Report No. 14,

Subcommittee on Sedimentation, Interagency Committee on Water Resources, St.

Anthony Falls Hydraulic laboratory, Minneapolis, Minn.

Keown, M.P., Dardeau, E.A. and Causey, E.M., 1981, "Characterization of the SuspendedSediment Regime and Bed-Material Gradation of the Mississippi River Basin,"

Potamology Program (P-i), Report 1, Vol. 1 and 2, U.S. Army Engineer WES,

Vicksburg, MS.

Lagasse, P.F., Winkley, B.R. and Simons, D.B., 1980, Impact of gravel mining on river

system stability: Proceedings, ASCE, V. 106, No. WW3, p. 389-404.

Leopold, L. B., Wolman, M. G., and Miller, J. P., 1964, Fluvial processes in geomorphology:

W. H. Freeman and Co., San Francisco, 522 p.

Meade, R. H., and Parker, R. S., 1985, Sediment in rivers of the United States: U. S.

Geological Survey Water-Supply Paper 2275, p. 49-60.

Queen, B.S., Nordin, C.F. and Rentschler, R.E., 1990, Bed sediments and bed forms of the

Lower Mississippi River: Proceedings, ASCE, 1990 National Conference, Vol. 1, p.

281-286.

Robbins, L.G., 1977, Suspended sediment and bed material studies on the lower Mississippi

River: Potamology Investigations Report 300-1, U.S. Army Engineer District,

Vicksburg, Corps of Engineers, 29 p.

Stevens, H.H., 1986, Computer programs for computing particle-size statistics of fluvial

sediments: U.S. Geological Survey Water-Resources Investigations Report 86-4141.

Vanoni, V. A. (editor), 1975, Sedimentation engineering: Manuals and Reports on

Engineering Practice no. 54, American Society of Civil Engineers, New York, 745 p.

Waterways Experiment Station, 1935, Studies of river bed materials and their movement, with

special reference to the lower Mississippi River: Corps of Engineers, U. S. Army, U.

S. Waterways Experiment Station paper no. 17, 161 p.

Winkley, B.R., 1977, A Geomorphic Study of the Lower Mississippi River, Preprint

No. 2990, Fall Convention, American Society of Civil Engineers, N.Y.

36
APPENDIX A

Data Tables
TABLE 1

GRAIN SIZE DISTRIBUTIONS OF MATERIAL COARSER THAN 0.062 MEM FOR

SAMPLES COLLECTED WITH THE WES SAMPLER

1989 River

Mile above --- Percent finer than indicated size ---

Head of Passes 63.5.m 31.75.m 16.0O0m 8.00om 4.O0tmm 2.00m 1.0.mm 0.50Tm 0.25..m 0.125mm 0.063a.

952.6 100.0 100.0 100.0 98.2 94.7 90.2 81.4 49.7 5.8 0.2 0.1

951.4 100.0 100.0 100.0 97.1 93.8 86.2 66.5 18.6 1.3 0.1 0.0

949.2 100.0 100.0 100.0 99.8 99.4 98.8 96.8 63.6 0.5 0.0 0.0

947.3 100.0 100.0 100.0 99.1 98.6 97.9 96.1 84.3 5.6 0.0 0.0

945.0 100.0 96.6 92.9 87.0 82.4 76.7 68.3 49.8 5.4 0.0 0.0

942.8 100.0 88.2 82.8 80.4 76.9 71.9 61.2 35.5 4.2 0.1 0.0

941.2 100.0 100.0 100.0 100.0 99.9 99.4 96.9 72.3 3.4 0.1 0.0

938.8 100.0 100.0 100.0 99.5 98.4 97.2 92.7 65.4 1 5 0.0 0.0

937.0 100.0 100.0 100.0 100.0 99.9 99.9 99.9 99.0 14.6 0.2 0.1

935.2 100.0 100.0 100.0 100.0 99.9 99.8 98.8 85.5 12.1 0.0 0.0

933.0 100.0 100.0 100.0 99.4 98.6 96.4 86.5 20.6 1.7 0.0 0.0

931.2 100.0 100.0 100.0 99.9 99.3 98.4 95.4 72.8 5.6 0.1 0.1

929.1 100.0 100.0 98.8 97.7 95.5 90.6 74.2 33.5 6.2 0.0 0.0

927.9 100.0 100.0 100.0 98.5 94.8 85.8 70.3 35.7 5.3 0.0 0.0

926.7 100.0 100.0 100.0 100.0 100.0 99.7 98.9 80.2 29.1 0.1 0.1

924.5 100.0 100.0 100.0 99.9 99.6 99.4 98.1 61.5 5.3 0.0 0.0

923.0 100.0 100.0 100.0 98.3 95.6 90.7 77.9 39.4 14.3 0.1 0.0

919.1 100.0 100.0 100.0 97.5 88.0 71.3 51.4 20.1 3.5 0.0 0.0

917.1 100.0 100.0 97.5 92.5 82.2 63.9 44.6 20.8 6.9 0.3 0.0

916.8 100.0 100.0 94.2 78.7 57.0 37.0 21.3 4.6 2.6 0.7 0.0

915.4 100.0 100.0 99.4 96.6 89.8 78.1 57.1 16.6 0.3 0.0 0.0

913.5 100.0 100.0 99.2 98.5 96.5 92.9 83.3 46.2 8.0 0.1 0.0

911.9 100.0 100.0 94.1 92.8 91.4 88.3 79.5 56.8 16.9 0.3 0.0

909.8 100.0 100.0 100.0 98.8 96.2 92.0 81.1 48.6 15.7 0.0 0.0

908.1 100.0 100.0 93.1 88.1 85.6 84.4 82.8 42.1 5.8 0.1 0.0

905.9 100.0 100.0 100.0 100.L 100.0 100.0 100.0 97.8 39.0 0.2 0.0

904.6 100.0 100.0 99.7 98.9 96.2 90.7 90.7 77.1 38.7 7.5 0.0

902.3 100.0 100.0 100.0 98.1 93.4 84.2 69.0 35.1 11.4 0.1 0.1

901.0 100.0 100.0 99.4 94.1 86.3 75.2 59.3 27.2 2.3 0.0 0.0

898.9 100.0 100.0 100.0 99.8 99.3 99.0 95.6 60.6 23.2 0.2 0.0

897.9 100.0 100.0 96.2 89.9 84.3 75.6 59.7 33.2 12.7 0.1 0.0

896.7 100.0 100.0 93.9 90.0 88.3 87.0 83.8 38.5 6.9 0.2 0.0

894.8 100.0 100.0 100.0 99.9 99.8 99.5 97.2 55.7 4.0 0.2 0.0

893.5 100.0 100.0 100.0 99.9 99.0 98.8 98.5 88.9 7.7 0.2 0.0

891.8 100.0 100.0 97.8 96.0 94.8 93.4 89.6 67.6 16.8 0.1 0.0

890.5 100.0 100.0 100.0 97.2 93.7 90.1 85.1 61.3 17.0 0.1 0.0

888.3 100.0 100.0 100.0 99.5 99.0 97.3 88.0 28.9 0.6 0.0 0.0

886.4 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.3 20.1 0.0 0.0

884.0 100.0 100.0 100.0 98.1 97.3 96.1 95.9 92.0 29.7 0.8 0.0

882.2 100.0 100.0 100.0 99.7 99.2 98.4 96.2 70.7 3.4 0.1 0.1

879.8 100.0 100.0 100.0 99.2 98.4 97.9 96.0 69.0 5.6 0.0 0.0

878.1 100.0 97.9 97.9 93.9 87.7 80.6 68.6 39.1 3.9 0.1 0.0

877.0 100.0 100.0 100.0 92.9 71.7 57.2 47.3 34.2 5.5 0.2 0.0

875.7 100.0 100.0 87.9 61.4 28.9 6.5 2.7 2.5 2.1 0.9 0.2

873.7 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.4 21.0 0.0 0.0

871.3 100.0 100.0 100.0 99.6 98.8 97.0 91.6 69.5 17.3 0.0 0.0

870.0 100.0 100.0 90.6 89.7 87.2 80.9 66.8 30.3 10.1 0.1 0.0

867.3 100.0 100.0 100.0 97.3 95.3 90.8 76.2 25.7 4 0 0.0 0.0

865.7 100.0 100.0 99.0 98.5 97.0 93.3 83.0 42.4 3.6 0.0 0.0

864.5 100.0 100.0 99.4 99.4 99.2 98.1 84.8 10.7 1.1 0.0 0.0

862.7 100.0 100.0 100.0 100.0 99.7 99.1 95.8 65.0 1.6 0.0 0.0

860.4 100.0 100.0 100.0 98.6 98.0 96.2 72.3 17.0 0.3 0.0 0.0

858.6 100.0 100.0 98.8 98.3 97.6 96.0 91.0 66.9 7.4 0.1 0.0

857.0 100.0 100.0 100.0 100.0 99.1 97.0 93.2 81.6 22.5 0.2 0.0

856.0 100.0 100.0 100.0 100.0 99.5 98.8 95.0 57.7 10.9 0.0 0.0

855.0 100.0 100.0 100.0 99.2 97.4 94.4 88.6 48.6 3.9 0.0 0.0

853.0 100.0 100.0 100.0 97.1 95.5 93.9 89.7 53.5 2.2 0.0 0.0

851.0 100.0 100.0 99.5 98.0 94.8 87.6 65.2 19.5 4.3 0.1 0.0

849.4 100.0 100.0 99.2 97.3 93.5 81.6 42.5 3.8 1.6 0.1 0.0

848.2 100.0 100.0 100.0 98.6 95.2 87.1 66.4 14.9 0.6 0.1 0.0

846.5 100.0 100.0 99.6 99.1 98.7 98.5 96.4 39.6 2.4 0.0 0.0

844.6 100.0 100.0 100.0 99.3 99.2 98.9 98.9 97.1 46.9 0.8 0.0

842.5 100.0 100.0 100.0 99.5 98.9 97.0 88.1 52.9 0.7 0.0 0.0

840.1 100.0 100.0 99.5 98.6 97.7 96.5 92.1 47.2 2.9 0.1 0.0

835.5 100.0 100.0 98.7 96.0 93.3 87.4 78.2 44.7 0.8 0.0 0.0

833.6 100.0 100.0 100.0 98.1 97.5 97.3 95.2 56.2 1.0 0.0 0.0

831.0 100.0 100.0 100.0 100.0 99.7 99.2 96.3 78.1 17.9 0.2 0.0

828.0 100.0 100.0 100.0 99.1 98.0 96.0 90.6 51.6 4.6 0.0 0.0

825.4 100.0 100.0 100.0 98.9 97.2 92.4 78.8 33.6 0.8 0.0 0.0

822.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 97.2 19.6 0.1 0.0

818.4 100.0 100.0 100.0 99.8 99.6 99.2 98.1 90.0 16.5 0.1 0.0

816.2 100.0 100.0 100.0 99.6 98.7 96.4 89.7 56.1 5.8 0.0 0.0

814.8 100.0 100.0 100.0 100.0 99.8 99.8 99.8 74.7 6.6 0.0 0.0

813.0 100.0 100.0 97.1 93.4 87.4 76.4 60.1 32.7 2.7 0.2 0.1

810.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 91.2 2.9 0.0

807.9 100.0 100.0 98.4 97.0 95.3 87.2 56.2 9.6 0.2 0.0 0.0

Al
1989 River

Nile above --- Percent finer than indicated size ---

Head of Passes 63.5m 31.75mm 16.00.A 8.00.m 4.00am 2.00.m 1.00m. 0.50.m 0.25..m 0.125m. 0.063.m.

804.5 100.0 100.0 99.3 98.9 98.7 98.5 97.9 93.0 17.4 0.2 0.0

802.1 100.0 100.0 100.0 100.0 100.0 100.0 99.4 97.2 27.6 0.1 0.0

799.0 100.0 100.0 100.0 99.5 99.5 99.5 99.2 69.0 2.9 0.1 0.0

797.5 100.0 100.0 100.0 99.9 98.7 91.8 76.9 43.9 8.9 0.1 0.0

795.5 100.0 100.0 100.0 98.7 96.0 89.6 70.6 31.3 1.8 0.0 0.0

792.5 100.0 100.0 100.0 96.5 94.2 90.7 83.4 54.0 3.8 0.0 0.0

789.5 100.0 100.0 100.0 99.1 97.6 93.9 80.5 46.2 8.2 0.0 0.0

788.0 100.0 100.0 98.6 97.2 95.1 87.7 62.7 17.1 1.1 0.0 0.0

786.2 100.0 100.0 100.0 98.9 97.5 94.3 81.1 33.6 1.0 0.0 0.0

783.4 100.0 100.0 98.3 97.2 95.2 92.6 83.4 31.4 2.9 0.0 0.0

780.2 100.0 100.0 100.0 99.9 99.5 98.0 90.6 62.1 14.5 0.1 0.0

778.2 100.0 100.0 100.0 99.9 99.0 97.6 89.7 50.2 2.4 0.1 0.0

777.4 100.0 100.0 100.0 100.0 100.0 99.8 97.9 56.1 2.9 0.2 0.0

775.2 100.0 100.0 98.9 98.8 98.6 98.0 95.9 72.1 10.7 0.2 0.0

773.4 100.0 100.0 99.4 99.2 97.5 94.6 88.4 58.9 2.9 0.1 0.0

771.9 100.0 100.0 100.0 99.9 99.7 98.7 93.0 60.7 9.9 0.1 0.0

770.3 100.0 100.0 100.0 98.5 96.6 92.8 82.9 52.0 7.2 0.0 0.0

768.8 100.0 100.0 98.4 92.6 87.3 80.7 68.7 36.8 6.3 0.1 0.0

766.8 100.0 100.0 99.4 96.3 90.5 78.3 55.5 15.9 2.0 0.0 0.0

764.8 100.0 100.0 100.0 99.0 98.9 98.0 91.7 48.4 3.6 0.1 0.0

762.2 100.0 100.0 100.0 100.0 99.9 99.6 95.4 30.9 1.6 0.0 0.0

760.1 100.0 100.0 99.2 98.7 97.4 95.2 81.9 32.3 1.9 0.0 0.0

757.8 100.0 100.0 100.0 100.0 100.0 100.0 99.5 90.0 21.5 0.3 0.0

755.7 100.0 100.0 100.0 100.0 99.5 97.9 85.2 29.2 4.2 0.1 0.0

754.3 100.0 100.0 100.0 100.0 99.6 98.9 92.1 37.3 1.3 0.0 0.0

752.7 100.0 100.0 100.0 97.4 96.1 94.2 88.3 61.8 7.0 0.1 0.1

750.2 100.0 100.0 97.2 93.0 88.5 81.6 68.3 26.6 4.1 0.1 0.0

746.5 100.0 100.0 99.6 97.8 96.5 94.5 88.2 34.6 0.6 0.0 0.0

744.7 100.0 100.0 100.0 99.9 98.9 97.2 92.3 51.9 2.3 0.1 0.0

742.0 100.0 100.0 100.0 99.8 99.2 96.1 85.2 44.7 3.0 0.0 0.0

740.6 100.0 100.0 100.0 98.8 98.1 97.0 92.3 45.8 2.5 0.0 0.0

737.4 100.0 100.0 100.0 100.0 99.7 99.1 96.3 69.0 10.5 0.0 0.0

734.6 100.0 10.0 100.0 99.6 98.7 95.6 84.7 42.3 13.8 0.2 0.0

732.7 100.0 100.0 91.7 84.4 81.2 76.8 63.5 13.4 2.7 1.9 1.4

730.3 100.0 100.0 100.0 100.0 99.9 99.6 99.3 73.6 7.8 0.1 0.0

727.7 100.0 100.0 100.0 99.8 99.8 99.7 99.1 70.3 2.1 0.0 0.0

725.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 66.0 0.3 0.0

722.3 100.0 100.0 100.0 100.0 99.8 99.3 97.2 76.7 20.9 0.1 0.0

719.5 100.0 100.0 100.0 100.0 99.6 99.4 97.2 64.6 6.6 0.0 0.0

716.8 100.0 100.0 100.0 99.0 98.6 97.9 93.5 52.2 3.8 0.0 0.0

714.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 87.7 5.4 0.0 0.0

712.9 100.0 100.0 99.4 98.8 97.8 95.8 91.1 75.8 17.0 0.2 0.0

709.9 100.0 92.0 84.7 83.3 82.7 82.1 79.5 49.3 4.3 0.0 0.0

707.2 100.0 100.0 100.0 99.2 98.2 95.0 80.2 19.7 0.5 0.0 0.0

705.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 47.7 0.7 0.2 0.0

702.9 100.0 100.0 100.0 100.0 99.8 99.6 98.5 86.1 25.1 0.1 0.0

700.3 100.0 100.0 100.0 99.2 98.6 97.2 90.4 42.9 5.2 0.0 0.0

697.5 100.0 100.0 100.0 98.9 96.5 91.4 76.9 30.8 2.1 0.0 0.0

695.6 100.0 100.0 100.0 99.0 98.3 96.9 92.1 51.1 3.9 0.1 0.0

694.0 100.0 !00.0 100.0 100.0 99.8 99.5 97.2 58.0 1.7 0.0 0.0

692.0 100.0 100.0 97.6 96.3 94.9 92.9 84.1 41.3 0.6 0.0 0.0

689.9 100.0 100.0 98.1 97.5 96.1 94.0 83.4 24.8 1.6 0.0 0.0

687.6 100.0 100.0 100.0 98.7 97.8 97.2 94.2 53.5 2.6 0.2 0.0

683.4 100.0 100.0 100.0 100.0 99.8 99.6 96.2 41.1 1.1 0.0 0.0

681.7 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.6 17.8 0.2 0.0

679.4 100.0 100.0 100.0 100.0 99.8 99.8 99.5 96.4 96.0 0.5 0.0

677.5 100.0 100.0 100.0 99.3 98.7 97.4 85.5 36.9 7.9 0.0 0.0

674.5 100.0 100.0 95.6 94.4 94.3 93.9 91.6 67.0 13.4 0.2 0.0

672.1 100.0 100.0 98.3 97.7 97.0 94.7 79.5 22.9 3.0 0.0 0.0

669.9 100.0 100.0 100.0 100.0 100.0 100.0 99.8 83.0 32.0 0.5 0.0

666.8 100.0 100.0 99.1 99.1 99.1 99.0 98.2 64.4 3.1 0.0 0.0

664.9 100.0 100.0 100.0 99.6 99.6 9..6 99.5 96.8 33.0 0.2 0.0

663.9 100.0 100.0 100.0 100.0 100.0 100.0 99.5 72.2 4.5 0.0 0.0

662.4 100.0 100.0 100.0 100.0 100.0 99.9 99.4 91.9 27.6 0.4 0.0

660.2 100.0 100.0 100.0 99.6 99.3 98.6 94.6 48.0 2.4 0.0 0.0

658.1 100.0 100.0 100.0 99.1 98.2 96.8 89.8 27.0 0.3 0.0 0.0

656.5 100.0 100.0 100.0 99.9 98.3 94.4 85.0 47.6 3.6 0.1 0.0

654.6 100.0 100.0 100.0 100.0 100.0 100.0 99.6 82.7 1.3 0.0 0.0

650.2 100.0 100.0 100.0 100.0 99.9 99.9 99.8 77.6 3.8 0.0 0.0

647.6 100.0 100.0 100.0 99.9 99.6 98.8 94.8 51.3 5.6 0.0 0.0

645.7 100.0 100.0 100.0 100.0 99.8 99.8 99.7 91.2 12.5 0.1 0.0

643.4 100.0 100.0 100.0 98.9 97.4 93.9 79.6 14.7 0.6 0.0 0.0

641.7 100.0 100.0 95.7 94.3 94.3 94.1 89.9 28.7 0.3 0.0 0.0

640.0 100.0 100.0 100 0 99.7 99.1 97.7 95.2 78.5 10.1 0.0 0.0

637.2 100.0 100.0 99.9 99.2 98.3 96.2 91.1 58.7 2.4 0.0 0.0

634.1 100.0 100.0 100.0 100.0 100.0 99.9 99.8 89.0 15.5 0.4 0.0

632.1 100.0 100.0 100.0 98.7 97.5 95.5 90.9 67.8 4.0 0.0 0.0

629.3 100.0 100.0 99.0 93.4 89.6 84.5 70.1 13.1 0.6 0.2 0.0

628.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78.3 1.1 0.0 0.0

A2
1989 River

Nile above --- Percent finer than indicated size --- Head of Passes 63.5m 31.75w. 16. B.mi 8.0m 4 2.00mm 1.00m 0. 50m 0.25mm 0.125m. 0.063.m

625.5 100.0 100.0 100.0 100.0 100.0 100.0 99W8 96.5 26.5 1.0 0.0

623.1 100.0 100.0 99.8 97.0 94.7 91.8 86.0 55.4 4.5 0.0 0.0

620.8 100.0 100.0 100.0 100.0 99.8 99.4 97.5 53.5 1.0 0.0 0.0

617.7 100.0 100.0 98.3 98.1 98.1 98.0 97.8 81.3 12.8 0.1 0.1

614.7 100.0 100.0 100.0 99.2 98.3 97.0 93.8 73.9 0.9 0.0 0.0

612.5 100.0 100.0 100.0 98.7 97.6 96.0 92.2 55.3 3.7 0.2 0.2

610.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 92.7 2.5 0.0

607.3 100.0 100.0 100.0 99.3 98.9 98.7 98.0 86.2 4.3 0.0 0.0

605.9 100.0 100.0 100.0 99.5 99.4 99.1 98.4 86.2 33.2 0.7 0.0

603.5 100.0 100.0 100.0 99.3 98.3 96.7 92.6 56.3 5.0 0.0 0.0

601.0 100.0 100.0 100.0 99.8 99.7 99.7 99.7 99.5 95.8 34.5 0.4

599.4 100.0 100.0 100.0 99.8 99.5 99.2 97.6 59.8 1.1 0.2 0.0

598.2 100.0 100.0 100.0 99.7 99.4 99.1 98.4 75.3 1.6 0.1 0.0

595.6 100.0 100.0 100.0 99.8 99.7 99.7 99.6 97.6 19.1 0.3 0.1

592.1 100.0 100.0 100.0 100.0 100.0 99.9 99.9 98.2 56.3 0.4 0.0

590.3 100.0 100.0 100.0 99.7 99.5 99.3 98.6 69.0 5.7 0.0 0.0

588.5 100.0 100.0 97.3 95.8 94.3 91.9 86.7 68.8 20.3 0.1 0.0

585.2 100.0 100.0 100.0 100.0 100.0 99.8 99.7 98.0 17.5 0.1 0.0

583.8 100.0 100.0 100.0 100.0 100.0 100.0 99.9 98.0 22.1 0.3 0.1

581.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 81.3 5.5 0.0

579.4 100.0 100.0 100.0 100.0 99.6 99.3 98.9 97.6 48.7 1.8 0.2

576.5 100.0 100.0 99.2 97.7 97.2 96.8 95.6 76.6 3.3 0.3 0.1

575.0 100.0 100.0 97.7 94.8 94.2 94.1 94.1 93.8 64.8 3.2 0.1

572.2 100.0 100.0 97.8 97.2 97.2 97.1 97.0 94.0 28.0 0.6 0.0 "568.7 100.0 100.0 100.0 100.0 100.0 100.0 99.1 98.5 98.1 96.4 94.4

570.3 !00.0 61.2 29.7 22.3 18.6 16.7 15.8 15.3 10.0 2.0 0.2

566.0 100.0 100.0 100.0 99.8 99.5 98.8 97.1 77.1 12.1 0.7 0.0

565.2 iMO.0 100.0 100.0 100.0 100.0 100.0 100.0 98.5 36.0 0.0 0.0

562.8 100.0 100.0 93.6 86.8 82.5 78.8 70.9 31.4 7.7 0.5 0.0

561.3 100.0 100.0 100.0 100.0 99.5 98.7 97.4 87.5 14.6 0.3 0.0

559.8 100.0 100.0 100.0 98.7 97.9 97.3 96.4 85.8 25.5 0.2 0.0 *556.8 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.4 54.8 0 7 0.0 "*554.1 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.6 99.4 98.3 97.1

551.8 100.0 100.0 99.4 99.0 97.2 94.1 87.5 30.3 0.2 0.0 0.0

548.8 100.0 100.0 100.0 99.8 99.3 99.0 98.1 80.5 1.5 0.0 0.0

546.8 100.0 100.0 100.0 99.2 98.6 97.4 95.7 78.3 2.7 0.0 0.0

545.0 100.0 100.0 100.0 99.9 99.6 99.5 99.3 88.9 8.4 0.1 0.0

542.9 100.0 100.0 100.0 100.0 100.0 100.0 99.6 96.3 17.4 0.2 0.0

541.5 100.0 100.0 100.0 98.7 98.3 97.9 97.5 80.5 5.9 0.1 0.0

538.2 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.0 28.3 0.1 0.0

535.4 100.0 100.0 100.0 99.2 98.6 98.2 97.7 87.7 8.4 0.1 0.0

532.9 100.0 100.0 100.0 98.1 96.2 94.4 91.9 73.7 7.2 0.1 0.0

527.4 100.0 100.0 100.0 99.8 99.4 99.0 98.3 88.4 4.2 0.1 0.0

525.3 100.0 100.0 100.0 99.4 98.5 97.7 96.4 88.0 3.4 0.0 0.0

522.5 100.0 100.0 98.2 93.7 89.2 82.2 71.5 44.5 6.3 0.0 0.0

519.1 100.0 100.0 99.8 97.2 94.5 90.4 77.8 24.7 3.3 0.1 0.0

518.1 100.0 100.0 100.0 99.5 99.4 98.9 96.8 52.0 1.6 0.0 0.0

516.0 100.0 100.0 100.0 100.0 100.0 99.9 99.6 86.0 5.3 0.1 0.0

514.1 100.0 100.0 100.0 99.0 98.2 97.8 97.0 88.5 14.7 0.1 0.0

511.5 100.0 100.0 97.8 96.0 94.5 92.4 88.0 53.0 1.2 0.0 0.0

508.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 32.2 0.2 0.0

507.0 100.0 100.0 100.0 100.0 99.3 98.5 95.4 73.0 15.8 0.0 0.0

504.5 100.0 100.0 100.0 98.7 98.4 98.2 98.0 96.3 45.6 0.3 0.0

502.4 100.0 100.0 100.0 100.0 99.8 99.7 99.4 86.3 7.2 0.2 0.0

497.3 100.0 100.0 100.0 99.5 99.3 98.8 97.9 86.2 18.4 0.2 0.0

495.1 100.0 100.0 100.0 99.6 99.6 99.2 97.9 70.7 2.0 0.0 0.0

491.8 100.0 100.0 100.0 100.0 100.0 99.8 99.3 94.7 35.5 0.3 0.2

490.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 91.5 18.9 0.2 0.0

488.2 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 71.6 0.5 0.0

485.5 100.0 100.0 100.0 99.3 98.4 96.8 92.5 72.0 22.7 0.0 0.0

482.8 100.0 100.0 97.8 95.4 93.7 90.8 82.1 38.9 1.6 0.0 0.0

480.6 100.0 100.0 100.0 99.7 99.7 99.4 97.1 90.9 14.3 0.1 0.0

478.6 100.0 100.0 100.0 100.0 100.0 100.0 99.6 94.0 36.5 1.0 0.1

476.6 100.0 100.0 100.0 100.0 99.7 99.6 99.4 95.7 17.3 0.2 0.0

469.6 100.0 100.0 100.0 100.0 99.9 99.8 99.5 90.1 4.1 0.1 0.0

468.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 3.3 0.0 0.0

466.7 100.0 100.0 100.0 100.0 99.5 99.3 98.7 96.0 63.1 1.5 0.0

465.2 100.0 100.0 100.0 98.8 98.2 97.4 93.1 68.3 19.9 0.5 0.0

462.0 100.0 100.0 100.0 100.0 99.5 99.0 97.7 85.0 1.7 0.0 0.0

460.8 100.0 100.0 100.0 99.5 99.3 98.9 98.1 91.2 8.2 0.1 0.0

458.6 100.0 100.0 100.0 99.5 99.4 99.1 98.7 94.2 13.5 0.1 0.0

456.8 100.0 100.0 100.0 100.0 99.6 99.4 99.4 98.3 19.8 0.2 0.0

454.8 100.0 100.0 99.3 98.5 97.9 97.3 94.7 67.2 12.6 0.1 0.0

452.4 100.0 100.0 100.0 98.1 95.7 92.6 86.5 67.8 4.9 0.1 0.0

449.2 100.0 100.0 100.0 99.8 99.2 97.9 94.4 69.5 3.0 0.1 0.0

446.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 49.9 0.5 0.0

445.2 100.0 100.0 100.0 100.0 100.0 100.0 99.6 93.2 36.5 0.6 0.1

442.8 100.0 100.0 98.0 77.8 53.7 38.4 28.2 14.6 11.1 0.3 0.0

439.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 76.3 0.7 0.1

A3
1989 River

Mile above --- Percent finer than indicated size ---

Head of Passes 63..5m 31.75.m 16.00m( 8.00.m 4.O0a 2..00.m 1.001. 0.5w50m 0.25mm 0.125mm 0.063rmm

434.9 100.0 100.0 99.5 97.2 94.6 91.8 84.6 53.8 5.8 0.0 0.0

433.8 100.0 100.0 100.0 98.8 96.5 92.4 84.7 41.9 5.0 0.0 0.0

432.0 100.0 100.0 100.0 98.3 97.6 96.3 90.9 52.3 1.0 0.2 0.2

429.3 100.0 100.0 100.0 98.7 98.2 97.5 96.4 63.0 0.6 0.0 0.0

427.5 100.0 100.0 100.0 99.2 98.8 98.4 97.3 85.2 22.7 0.4 0.0

425.6 100.0 100.0 100.0 99.1 98.5 98.0 97.2 74.3 6.4 0.2 0.0

424.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.5 14.4 0.1 0.0

422.3 100.0 100.0 100.0 100.0 99.7 99.2 98.7 88.4 3.5 0.0 0.0

420.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 1.1 0.0 0.0

418.3 100.0 100.0 100.0 100.0 99.9 99.7 99.1 73.3 5.0 0.1 0.0

415.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 47.2 0.2 0.0

413.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.7 16.8 0.1 0.0

411.5 100.0 100.0 100.0 98.5 97.4 96.8 95.8 82.1 23.9 0.1 0.0

409.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 32.5 0.4 0.0

408.7 100.0 100.0 100.0 98.9 98.3 97.6 96.2 78.0 42.8 0.2 0.0

404.9 100.0 100.0 95.1 89.7 86.9 85.1 83.0 64.2 10.6 0.3 0.0

402.3 100.0 100.0 99.0 99.0 98.9 98.5 97.6 84.0 5.8 0.0 0.0

399.4 100.0 100.0 100.0 99.3 99.3 99.1 99.1 82.8 15.6 0.3 0.0

397.9 100.0 100.0 100.0 99.6 99.1 98.4 97.2 83.1 19.9 0.3 0.0

393.8 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.0 13.6 0.3 0.0

391.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.1 18.7 0.1 0.0

389.8 100.0 100.0 100.0 100.0 99.7 99.4 99.0 94.9 42.7 0.3 0.0

387.0 100.0 100.0 100.0 99.7 99.5 99.5 99.5 93.9 13.7 0.0 0.0

385.0 100.0 100.0 100.0 99.8 99.6 99.5 98.6 88.7 22.1 0.2 0.0

382.2 100.0 100.0 100.0 99.4 99.1 98.7 98.7 98.0 91.5 16.6 0.0

380.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 79.4 11.8 1.2 0.7

378.1 100.0 100.0 99.6 97.8 96.3 94.8 92.1 56.4 5.6 0.1 0.0

375.5 100.0 100.0 100.0 98.7 96.9 93.5 85.4 57.9 25.2 0.3 0.0

371 2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.0 27.4 1.0 0.1

367.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 66.6 1.8 0.1

364.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 34.1 1.0 0.0

362.4 100.0 100.0 100.0 100.0 99.8 99.8 99.7 92.8 16.6 0.3 0.1

359.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 66.0 0.6 0.0

357.0 100.0 100.0 100.0 99.6 99.3 99.1 98.7 95.2 70.0 0.6 0.1

355.0 100.0 100.0 100.0 99.3 98.1 96.7 93.8 63.9 11.7 0.2 0.2

353.7 100.0 100.0 100.0 98.1 96.1 94.1 89.4 45.8 4.0 0.0 0.0

351.3 100.0 100.0 100.0 99.8 99.6 99.4 98.8 78.1 3.6 0.0 0.0

346.1 100.0 100.0 100.0 95.7 93.2 90.3 87.4 74.7 52.4 2.4 0.0

"343.7 100.0 100.0 81.1 74.6 73.1 72.7 72.4 72.0 63.0 53.4 51.7

341.3 100.0 100.0 100.0 100.0 100.0 100.0 99.9 69.5 8.6 1.1 0.0

340.0 100.0 100.0 100.0 99.4 99.3 99.0 97.9 26.4 0.4 0.0 0.0

338.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.5 39.5 0.3 0.0

334.4 100.0 100.0 100.0 98.9 96.0 93.4 90.4 67.2 13.9 0.1 0.0

332.2 100.0 100.0 100.0 99.5 98.5 96.8 93.9 74.2 8.9 0.0 0.0

330.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 85.2 0.7 0.0

328.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 51.8 0.3 0.0

325.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.8 0.7 0.0

323.9 100.0 100.0 100.0 99.1 99.1 99.0 98.8 92.3 59.9 0.7 0.0

322.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 84.1 1.6 0.0

321.1 100.0 100.0 100.0 100.0 100.0 99.9 99.8 97.2 45.9 0.5 0.0

319.3 100.0 100.0 100.0 100.0 99.7 99.6 99.5 88.5 59.3 1.0 0.0

317.6 100.0 100.0 100.0 99.9 99.7 99.6 99.5 98.2 68.8 3.5 0.0

316.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.5 8.8 0.1 0.0

314.5 100.0 100.0 100.0 100.0 99.6 99.3 99.2 95.5 18.6 0.9 0.0

312.8 100.0 100.0 100.0 100.0 99.7 99.5 98.7 81.9 34.7 0.4 0.2

"311.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 95.0 53.3 31.4

309.8 100.0 100.0 100.0 100.0 99.6 99.6 99.3 84.6 20.4 0.3 0.0

308.5 100.0 100.0 100.0 100.0 99.6 99.2 98.5 84.9 5.4 0.0 0.0

306.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 96.2 1.7 0.0

304.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 90.9 1.7 0.1

303.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 84.9 2.1 0.3

299.7 100.0 100.0 100.0 99.2 98.9 98.4 97.6 85.8 3.3 0.1 0.0

297.5 100.0 100.0 100.0 100.0 99.9 99.9 99.8 96.3 7.2 0.0 0.0

*294.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 89.0 84.1 61.8

292.9 100.0 100.0 100.0 98.6 98.4 98.3 98.0 92.0 66.9 5.2 0.1

289.8 100.0 100.0 100.0 100.0 99.9 99.8 99.8 99.2 62.9 2.0 0.0

288.6 100.0 100.0 100.0 100.0 100.0 99.9 99.9 96.6 14.2 0.3 0.0

285.4 100.0 100.0 100.0 100.0 100.0 100.0 99.8 98.9 56.6 0.5 0.0

283.3 100.0 100.0 100.0 100.0 100.0 99.8 99.5 87.6 22.9 2.8 0.0

282.0 100.0 100.0 100.0 99.0 98.7 98.5 98.5 98.4 29.6 1.4 0.1

279.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 86.0 4.7 0.2

277.2 100.0 100.0 100.0 100.0 100.0 100.0 99.2 94.5 4.1 0.1 0.0

275.5 100.0 100.0 100.0 99.8 99.5 99.3 98.4 86.8 0.4 0.0 0.0

272.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 77.7 0.3 0.0

269.5 100.0 100.0 100.0 100.0 100.0 100.0 99.6 66.4 3.4 0.3 0.0

268.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 16.9 0.7 0.0

266.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.9 1.7 0.0 0.0

265.3 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.8 79.9 1.4 0.0

263.0 100.0 100.0 100.0 100.0 99.9 99.8 99.2 77.6 9.6 0.3 0.0

A4
1989 River

Mile above --- Percent finer than indicated size ---

Head of Passes 63. 5w 31.75m. 16.00m 8.0Qmu 4.00mm 2.00,m 1.Oumm 0.50,n 0.25num 0.125mm O.063mm

260.9 100.0 100.0 100.0 100.0 100.0 100.0 99.5 92.8 56.0 8.3 0.1

258.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 68.0 1.3 0.0 *257.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.1 26.6 0.0

254.9 100.0 100.0 100.0 100.0 100.0 99.7 99.0 93.6 72.0 11.2 0.7

253.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 43.2 0.7 0.0

251.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 99.3 96.9 4.8 0.0

249.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 58.1 0.8 0.0

244.8 100.0 100.0 100.0 96.3 88.8 80.4 71.1 51.9 12.3 0.1 0.0

244.8 100.0 100.0 100.0 100.0 99.8 99.1 97.5 87.9 31.5 0.8 0.0

247.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 40.1 0.2 0.0

242.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.4 2.2 0.2 0.0

240.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 5.6 0.0

238.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.7 1.1 0.0 0.0

*235.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 29.4 15.0

227.8 100.0 100.0 100.0 100.0 100.0 99.9 99.8 94.4 43.3 1.0 0.1

226.6 1OG.0 100.0 100.0 100.0 99.8 99.5 98.2 86.3 28.1 0.6 0.1

224.2 100.0 100.0 100.0 100.0 99.8 99.7 99.6 98.6 14.2 0.1 0.0

221.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 91.2 0.9 0.0

220.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 59.4 0.4 0.0

217.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 70.8 1.2 0.0

215.6 100.0 100.0 100.0 99.6 99.5 99.4 99.2 94.6 41.0 1.5 0.0

213.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 7.9 0.2 0.1

211.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 15.2 0.4

209.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.7 91.5 4.1 0.3

206.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 10.3 0.2 0.0

204.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 48.6 0.2

202.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 95.7 6.1

200.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 56.9 6.5 0.0

198.2 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.7 81.3 1.5 0.1

196.2 100.0 100.0 100.0 100.0 99.7 99.7 99.5 97.5 52.3 0.7 0.0

193.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 40.8 0.4 0.0

191.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 56.2 0.5 0.0

189.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 97.6 8.6 1.7

186.8 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.2 73.3 1.4 0.0

184.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 79.3 1.2 0.0

181.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 53.4 1.4 0.1

179.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 85.4 3.1 0.0 "*177.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.7

173.7 100.0 100.0 100.0 100.0 99.7 99.5 99.3 97.8 64.5 0.9 0.0

172.0 100.0 100.0 100.0 100.0 99.9 99.2 98.7 94.6 17.7 1.3 0.1

170.6 100.0 100.0 100.0 99.4 95.1 91.4 88.9 84.3 53.7 2.9 1.4

168.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 5.6 0.0 0.0

164.8 100.0 100.0 100.0 100.0 99.8 99.3 97.8 89.8 60.3 0.4 0.0

162.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.2 4.4 0.1

160.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 81.9 1.1 0.0 "*157.7 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.3 8.6 2.9

156.4 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.3 86.4 2.4 0.2

152.9 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.7 95.6 9.5 0.5 "*150.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 89.3 73.5

147.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 41.2 0.8 0.0 "*144.3 100.0 100.0 100.0 100.0 130.0 100.0 100.0 100.0 100.0 100.0 99.0

142.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 95.5 7.2 0.1

136.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 71.6 3.0 0.3 "*133.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 97.1 80.3 70.4 "*132.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 99.1 98.4 90.1 77.3

127.5 100.0 100.0 100.0 100.0 100.0 99.9 99.7 99.6 71.0 2.9 0.8 "*125.7 100.0 100.0 98.1 95.8 94.4 93.4 93.0 92.1 80.2 49.1 47.7

123.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 84.3 43.1 3.0 0.7

118.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 89.8 0.8 0.0

116.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 78.9 1.1 0.0

114.1 100.0 100.0 100.0 99.8 99.4 98.6 97.5 78.8 9.3 1.1 0.1

*110.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 25.9 5.2

107.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 97.0 4.3 0.2 "*104.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.4 33.7 7.2

103.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 65.0 3.5 0.2

96.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 87.8 8.9 0.0

91.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 20.4 2.3 1.3

89.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.6 15.5 1.1

86.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 98.7 89.7 7.4 0.9

82.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 66.4 0.8 0.0

81.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 83.4 8.7 0.1

78.0 100.0 100.0 100.0 100.0 99.4 98.7 98.5 96.9 20.1 1.7 0.0

75.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 98.4 10.4 0.3

73.1 100.0 100.0 100.0 100.0 99.9 99.9 99.5 97.5 58.6 3.0 0.1

65.8 100.0 100.0 100.0 99.7 99.7 99.7 99.7 99.5 71.3 0.6 0.0

63.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 66.4 1.9 0.2 0.0 "*59.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 99.2 97.5 94.6 92.9

57.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.7 6.1 1.3

55.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 86.0 3.3 0.2

A5
1989 River

Mile above --- Percent finer than indicated size ---

Head of Passes 63.5nm 31.75mm 16.00bm 8.00am 4.00mm 2.00rm I. OGum 0.5(m 0.25mm 0.125mm 0.063mm

52.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 82.2 1.1 0.0

51.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 25.5 0.8

47.3 100.0 100.0 100.0 100.0 100.0 99.8 99.5 98.7 56.2 7.9 0.2

44.8 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.0 6.0 0.3

42.8 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.3 59.8 3.0 0.4

40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.8 16.9 0.2

37.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 83.2 0.4 0.0

35.2 100.0 100.0 100.0 100.0 100.0 100.0 99.7 99.6 55.0 1.7 0.1

33.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 12.8 1.7 0.3

*30.4 100.0 100.0 100.0 100.0 99.6 99.6 99.5 99.2 95.3 22.3 15.8

26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 94.6 0.2 0.0

*23.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 63.6

21.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.7 4.6 1.4

"*18.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 99.2

13.5 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.2 33.3 0.3 "*11.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 58.7 7.0

*5.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 15.2 4.5

2.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 14.2 1.4

* Samples contain a significant amount of clay and silt; breakdown of clay and silt is presented in Table 6.

A6
TABLE 2

GRAIN SIZE DISTRIBUTIONS OF CROSS CHANNEL SAMPLES

Thalweg samples are listed first

1989 River

Nile Above Distance to --- Percent finer than indicated size ---

Head of Ref. Ref. Bank

Passes Bank (Naut. Niles) 63.5=m 31.75m 16.00mm 8.00ram 4.00mm 2.00rm 1.00mm 0.50ra 0.25ram 0.125m .0.063m.

777.4 L 0.250 100.0 100.0 100.0 100.0 100.0 99.8 97.9 56.1 2.9 0.2 0.0

0.055 100.0 100.0 100.0 100.0 99.8 99.4 93.1 30.4 6.0 1.0 0.0

663.9 L 0.128 100.0 100.0 100.0 100.0 100.0 100.0 99.5 72.2 4.5 0.0 0.0

0.066 100.0 100.0 93.9 90.8 87.3 81.0 63.0 24.6 0.4 0.0 0.0

257.6 R 0.081 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.1 26.6 0.0

* 0.134 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.0 78.8 36.4

* sample contains a significant amount of clay and silt; breakdown of clay and silt is presented in Table 6.

A7
TABLE 3

GRAIN SIZE DISTRIBUTIONS FOR COMPARISON SAMPLES COLLECTED WITH THE 4" USGS PIPEDREDGE SAMPLER

1989 River

Nile Above --- Percent finer than indicated size ---

Head of

Passes C3.5rm 31.75mm 16.00am, 8.00. 4.00,.m 2.00,. 1.00m, 0.50M. 0.25mm 0. 125rm O. 063amm

949.2 100.0 100.0 100.0 98.9 97.4 95.0 89.7 55.8 0.4 0.0 0.0

919.1 100.0 100.0 99.5 98.3 96.4 92.8 86.3 56.6 12.8 0.3 0.1

897.9 100.0 100.0 96.3 92.5 87.0 77.4 61.3 26.8 6.0 0.1 0.0

896.7 100.0 91.7 81.8 76.3 74.7 74.1 70.5 30.3 3.3 0.1 0.0

894.8 100.0 100.0 100.0 99.1 98.7 98.4 95.5 40.9 1.2 0.1 0.1

893.5 100.0 100.0 100.0 99.1 98.9 98.7 98.5 95.9 40.3 0.2 0.0

891.8 100.0 100.0 99.2 98.1 97.1 95.6 91.2 63.3 16.0 0.1 0.0

890.5 100.0 100.0 100.0 99.4 97.8 94.8 86.6 52.2 9.8 0.1 0.0

888.3 100.0 100.0 99.1 96.2 92.3 84.5 69.0 27.3 1.4 0.0 0.0

886.4 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.1 33.1 0.1 0.0

884.0 100.0 100.0 100.0 99.8 98.9 97.5 90.7 22.7 0.8 0.0 0.0

882.2 100.0 100.0 100.0 98.7 97.7 95.1 87.7 45.7 1.1 0.0 0.0

851.0 100.0 100.0 99.3 95.9 93.3 85.0 59.5 14.9 3.0 0.0 0.0

804.5 100.0 100.0 100.0 100.0 99.4 98.4 95.5 81.8 16.8 0.2 0.2

792.5 100.0 100.0 100.0 99.8 98.8 96.3 90.4 64.2 6.4 0.1 0.0

755.7 100.0 100.0 100.0 99.7 99.0 96.9 87.5 46.7 11.0 0.1 0.0

740.6 100.0 100.0 100.0 99.6 98.4 95.2 84.7 41.5 2.6 0.0 0.0

697.5 100.0 100.0 100.0 99.5 98.3 95.3 86.4 41.8 2.7 0.0 0.0

692.0 100.0 100.0 99.0 97.9 97.1 95.9 90.5 57.0 1.9 0.0 0.0

650.2 100.0 100.0 100.0 100.0 100.0 100.0 99.9 66.3 2.1 0.1 0.0

637.2 100.0 97.4 97.4 97.0 96.4 95.1 91.4 59.8 3.3 0.0 0.0

595.6 100.0 100.0 100.0 100.0 100.0 99.8 99.6 97.6 16.9 0.6 0.0

583.8 100.0 100.0 100.0 100.0 100.0 100.0 99.8 96.3 26.2 0.2 0.0

*556.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 97.7 95.8 95.2

535.4 100.0 100.0 100.0 100.0 99.8 99.5 99.0 90.9 12.0 0.2 0.0

495.1 100.0 100.0 100.0 99.7 99.1 98.9 98.4 81.0 5.6 0.1 0.0

480.6 100.0 100.0 94.2 86.3 78.9 68.4 54.1 25.0 4.8 0.1 0.1

458.6 100.0 100.0 100.0 100.0 99.6 98.8 97.2 88.2 7.5 0.2 0.0

432.0 100.0 100.0 100.0 98.5 97.4 95.9 89.7 50.3 0.7 0.0 0.0

418.3 100.0 100.0 100.0 100.0 99.7 99.5 98.9 79.6 4.2 0.2 0.0

402.3 100.0 100.0 100.0 100.0 99.8 99.5 98.7 83.4 5.9 0.1 0.0

367.7 100.0 100.0 100.0 100.0 100.0 100.0 99.8 98.0 62.6 1.1 0.0

346.1 100.0 100.0 100.0 98.5 96.6 94.5 92.3 76.4 44.4 1.6 0.1

312.8 100.0 100.0 100.0 100.0 99.6 99.3 99.2 94.7 59.8 0.5 0.0

283.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.4 20.6 1.8 0.1

263.0 100.0 100.0 100.0 99.6 99.4 99.1 98.3 76.8 13.3 1.6 0.0

224.2 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 57.2 0.8 0.1

204.8 100.0 100.0 100.0 99.8 99.7 99.7 99.2 96.3 13.6 0.1 0.0

173.7 100.0 100.0 99.3 95.1 90.2 86.4 83.9 77.5 46.4 1.3 0.0

127.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 46.7 2.1 0.4

82.7 100.0 100.0 100.0 1r^ 0 100.0 100.0 100.0 99.6 32.1 0.7 0.0

57.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.5 6.1 2.2

* Samples contain a significant amount of clay and silt; breakdown of clay and silt is presented in Table 6.

A8
TABLE 4

GRAIN SIZE DISTRIBUTIONS FOR COMPARISON SAMPLES COLLECTED WITH THE US BMI A•1PLLk

1989 River --- Percent finer than indicated size --- MiLe above

Head of Passes 63.5w. 31.75.m 16.00me 8.00m 4.0O0= 2.000m 1.0000 O.50mm 0 n5mm 0.125.m 0.063m.

949.2 100.0 100.0 98.4 89.4 87.3 85.3 82.0 Li.3 0.8 0.1 0.0

886.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 46.4 0.0 0.0

855.0 100.0 100.0 100.0 98.9 98.2 96.6 76.5 7.9 1.8 0.3 0.0

837.6 100.0 100.0 98.5 95.8 93.5 88.5 72.1 19.5 0.7 0.0 0.0

822.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 91.3 7.9 0.1 0.0 773.4 100.0 100.0 100.0 99.8 99.6 99.3 99.2 92.0 7.3 0.2 0.0

742.0 100.0 100.0 100.0 99.8 99.3 98.9 96.8 64.5 8.2 0.0 0.0

740.6 100.0 100.0 100.0 99.0 98.6 97.5 91.7 46.0 2.6 0.0 0,0 692.0 100.0 100.0 100.0 100.0 98.8 97.7 93.2 56.8 7,0 0.2 0.0

650.2 100,0 100.0 100.0 100.0 99.8 99.7 99.6 88.5 6,6 0.1 0.0

637.2 100.0 100.0 100.0 100.0 100.0 100.0 99.6 90.8 12.2 0.2 0.0 595.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 14.8 0.2 0.0

583.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34.5 0.9 0.0

556.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 36.6 0.2 0.0 535.4 100.0 100.0 100.0 99.7 99.3 98.9 98.1 89.2 10.5 0.2 0.0 495.1 100.0 100.0 100.0 98.7 98.5 98.3 98.1 76.2 7.4 4.4 3.3

480.6 100.0 100.0 100.0 93.5 85.0 71.7 48.0 15.2 1.9 0.1 0.0

418.3 100.0 100.0 100.0 100.0 99.7 99.3 98.2 63.3 4.2 0.0 0.0 402.3 100,0 100.0 100.0 100.0 99.6 98.7 97.0 76.8 3.4 0.0 0.0

367.7 100.0 100.0 100.0 100.0 99.6 99.6 99.4 94.7 28.1 0.3 0.0 334.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 82.9 0.9 0.0

312.8 100.0 100.0 100.0 99.4 98.6 98.2 98.0 96.7 60.7 0.6 0.2

283.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.9 18.2 2.0 0.2

263.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 87.6 8.7 0.4 0.0

224.2 100.0 100.0 100.0 100.0 100.0 99.9 99.7 99.0 68.5 2.0 0.2 204.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 36.3 0.2 0.0

173.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 80.4 1.1 0.0 127.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 64.9 2.5 0.4 82.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.1 5.5 0.0

57.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 15.2 2.6

13.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 26.2 0.1

A9
TABLE 5

GRAIN SIZE DISTRIBUTIONS FOR COMPARISON SAMPLES COLLECTED WITH THE 8" PIPEDREDGE SAMPLER

1989 River

Nile Above --- Percent finer than indicated size ---

Head of Passes 63.5mm 31.75mm 16.00mm 8.0tmm 4.00mm 2.OOmm 1.00, O.50n 0.25m 0.125mm O.(im

902.3 100.0 100.0 98.3 95.0 90.4 82.6 67.3 28.9 5.8 0.0 0.0

901.0 100.0 100.0 100.0 97.2 94.8 90.4 82.8 52.3 7.6 0.2 0.0

898.9 100.0 100.0 100.0 99.0 97.4 93.0 82.7 52.9 21.4 0.5 0.0

816.2 100.0 100.0 99.5 98.8 97.9 95.3 85.5 43.7 2.9 0.0 0.0

709.9 100.0 100.0 100.0 99.6 98.7 96.0 84.1 32.8 1.3 0.0 0.0

570.3 80.4 32.5 12.5 8.9 7.4 6.7 6.2 4.6 2.6 0.6 0.1

AIO
TABLE 6

GRAIN SIZE DISTRIBUTIONS OF SILTS AND CLAYS DETERMINED WITH THE PIPET METHOD

1989 River

Mile above --- Percent finer than indicated size ---

Head of Passes Sampler O.063nn 0.031wm O.Ol6unm O.OOam& O.004mm 0.OO2mm

568.7 WES 94.4 92.7 89.9 88.1 83.0 64.1

556.8 4" USGS 95.2 92.0 84.6 80.4 74.4 66.9

554.1 WES 97.1 95.6 92.5 91.3 87.0 80.5

343.7 WES 51.7 44.4 39.4 34.4 28.9 24.5

311. WES 31.4 20.4 13.1 9.8 7.9 6.9

294.2 WES 61.8 48.6 39.1 31.8 24.9 21.1

257.6 WES 36.4 20.6 14.8 11.9 8.9 8.1

235.0 WES 15.0 8.7 6.4 5.1 4.1 4.0

177.0 WES 91.7 91.4 87.6 87.4 78.7 67.7

157.7 WES 2.9 2.0 1.9 1.8 1.5 0.6

150.0 WES 73.5 58.2 37.4 33.8 27.2 22.9

144.3 WES 99.0 94.9 84.0 74.4 63.8 50.3

133.6 WES 70.4 58.0 47.1 39.9 34.0 27.3

132.0 WES 77.3 60.7 55.0 50.7 45.1 39.9

125.7 WES 94.3 87.8 76.2 69.2 62.1 52.4

110.0 WES 5.2 4.3 3.8 3.3 2.9 2.8

104.5 WES 52.0 4.8 4.4 3.6 2.9 1.9

59.0 WES 92.9 86.7 79.4 73.7 62.9 55.9

30.4 WES 30.9 23.3 18.2 1?.4 11.2 10.0

23.9 WES 63.6 55.0 43.8 35.9 29.2 26.0

18.0 WES 99.2 93.2 86.2 78.1 70.1 59.1

11.9 WES 7.0 4.4 3.4 2.P 2.0 1.2

5.5 WES 4.5 3.3 2.5 0.5 0.3 0.2

All
TABLE 7

PERCENTAGES OF SAND, SILT, AND CLAY DETERNINED

WITH THE HYDROM4ETER NETHOD

1989 River

Nile above % % %

Head of Passes Sampler Sand Silt Clay

568.7 WES 10.0 22.0 68.0

556.8 4" USGS 8.0 14.0 78.0

554.1 WES 8.0 10.0 82.0

343.7 WES 50.0 20.0 30.0

311.4 WES 72.0 19.0 9.0

294.2 WES 49.0 27.0 24.0

257.6 WES 70.0 20.0 10.0

235.0 WES 89.0 5.0 6.0

177.0 WES 12.0 14.0 74.0

157.7 WES 98.0 <1.0 2.0

150.0 WES 36.0 38.0 26.0

144.3 WES 18.0 20.0 63.0

133.6 WES 39.0 27.0 34.0

132.0 WES 32.0 26.0 42.0

125.7 WES 12.0 30.0 58.0

110.0 WES 96.0 2.0 2.0

104.5 WES 92.0 3.5 4.5

59.0 WES 16.0 26.0 58.0

30.4 WES 70.0 15.0 15.0

18.0 WES 6-0 26.0 68.0

11.9 WES 92.0 4.0 4.0

5.5 WES 96.0 2.0 2.0

A12
TABLE 8

DIAMETER OF LARGEST GRAVEL PARTICLE RECORDED FOR EACH SAMPLE. 1989

1989 River 1989 River Miles above Grain Size Miles above Grain Size Head of Passes (umm) Head of Passes (mm)

952.6 16 807.9 22

951.4 16 804.5 41

949.2 16 802.1 7

947.3 10 799 13

945 32 797.5 18 942.8 72 795.5 25

941.2 50 792.5 45

938.8 34 789.5 27

935.2 10 788 24

933 10 786.2 23

931.2 16 783.4 28

929.1 10 780.2 18

927.9 16 778.2 23

926.7 16 777.4 14

924.5 20 775.2 37

923 32 773.4 32

919.1 22 771.9 22

917.1 20 770.3 27

916.8 25 768.8 24

915.4 25 766.8 31

913.5 20 764.8 17

911.9 32 762.2 15

909.8 14 760.1 21

908.1 34 757.8 15 905.9 14 755.7 15

904.6 27 754.3 23

902.3 25 752.7 22

901 42 750.2 32

898.9 12 746.5 25

897.9 40 744.7 16

896.7 52 742 18

894.8 21 740.6 19

893.5 20 737.4 19

891.8 30 734.6 17

890.5 25 732.7 40

888.3 37 730.3 17

886.4 19 727.7 12

884 25 722.3 14

882.2 16 719.5 25

879.8 24 716.8 18

878.1 56 714.3 22 877 37 712.9 24

875.7 58 709.9 52

873.7 4 707.2 25

871.3 18 705 14

870 36 702.9 17

867.3 30 700.3 14 865.7 26 697.5 25

864.5 21 695.6 22

862.7 4 694 13

860.4 12 692 22

858.6 12 689.9 24

857 12 687.6 19

856 16 683.4 17

855 49 681.7 14

853 28 679.4 16

851 26 677.5 34

849.4 20 674.5 42

848.2 20 672.1 31

846.5 14 669.9 9

844.6 18 666.8 21

842.5 27 663.9 23

840.1 48 662.4 10

837.6 15 660.2 18

835.5 28 658.1 17

833.6 20 656.5 24

831 12 654.6 8

828 24 650.2 3

825.4 22 647.6 14

822 18 645.7 12

818.4 19 643.4 20

816.2 24 641.7 28 814.8 20 640 19

813 31 637.2 15

634.1 4

A13
Miles above Grain Size Miles above Grain Size

Head of Passes (nm) Head of Passes (rmn)

632.1 25 434.9 22

629.3 23 433.8 15

628 10 432 22

625.5 25 429.3 28

623.1 34 427.5 18

620.8 10 425.6 21

617.7 20 424 30

614.7 28 422.3 13

612.5 18 418.3 17

610 28 413.3 

8

607.3 21 411.5 13

605.9 15 408.7 19

603.5 28 404.9 33

601 9 402.3 21

599.4 11 399.4 18

598.2 32 397.9 13

595.6 13 393.8 

9

592.1 22 391 

9

590.3 15 389.8 13

588.5 40 387 12

585.2 12 385 14

583.8 9 382.2 15

581.3 14 380 13

579.4 19 378.1 24

576.5 31 375.5 26

575 47 371.2 11

572.2 25 367.7 15

570.3 65 362.4 15

566 12 359.3 11

565.2 9 357 19

562.8 41 355 26

561.3 28 353.7 16

559.8 22 351.3 22

556.8 25 346.1 18

551.8 11 343.7 56

548.8 24 341.3 

4

546.8 15 340 13

545 13 334.4 19

542.9 8 332.2 13

541.5 15 330.4 18

538.2 10 328.3 19

535.4 18 323.9 21

532.9 19 321.1 10

527.4 15 319.3 17

525.3 21 316 18

522.5 23 314.5 15

519.1 20 312.8 14

518.1 19 309.8 16

516 12 308.5 12

514.1 21 299.7 18

511.5 27 297.5 

7

507 16 294.2 10

504.5 20 292.9 20

502.4 13 288.6 27

497.3 21 285.4 16

495.1 17 283.3 

9

491.8 12 282 20

490 22 275.5 

9

485.5 23 269.5 12

482.8 33 266.4 

6

478.6 16 263 10

476.6 20 251 12

466.7 9 244.8 12

465.2 16 242.4 

7

462 12 226.6 

9

460.8 17 224.2 

7

458.6 15 217.3 

6

456.8 7 215.6 12

454.8 15 196.2 

8

452.4 30 173.7 

6

449.2 18 172 

7

446.8 4 164.8 

6

445.2 11 132 35

442.8 17 123 39

114.1 16

A14
TABLE 9

COMPUTED STATISTICS FOR THE 1989 IES SAMPLES

1989 River

Mile above Sorting Uniformity Mean

Head of Passes D16 (ma) 050 (m) 84( i) Coefficient Modulus Diameter (mm)

952.6 0.32 0.50 1.20 1.98 0.19 1.11

951.4 0.47 0.80 1.82 1.98 0.23 1.50

949.2 0.36 0.46 0.68 1.37 0.42 0.58

947.3 0.29 0.38 0.50 1.31 0.36 0.58

945.0 0.33 0.50 5.11 5.85 0.05 4.10

942.8 0.36 0.74 18.70 13.65 0.03 8.04

941.2 0.32 0.42 0.62 1.41 0.47 0.51

938.8 0.34 0.45 0.74 1.48 0.34 0.68

937.0 0.25 0.31 0.38 1.23 0.60 0.36

935.2 0.26 0.36 0.49 1.37 0.51 0.42

933.0 0.45 0.67 0.96 1.46 0.39 0.90

931.2 0.30 0.41 0.64 1.47 0.40 0.55

929.1 0.35 0.66 1.44 2.04 0.19 1.36

927.9 0.35 0.66 1.82 2.32 0.20 1.29

926.7 0.22 0.33 0.54 1.56 0.41 0.41

924.5 0.31 0.45 0.66 1.45 0.43 0.55

923.0 0.27 0.60 1.34 2.25 0.19 1.12

919.1 0.45 0.97 3.28 2.78 0.17 1.97

917.1 0.41 1.21 4.44 3.30 0.12 2.90

916.8 0.85 3.15 9.60 3.37 0.15 5.52

915.4 0.49 0.90 2.74 2.43 0.18 1.92

913.5 0.31 0.53 1.05 1.84 0.20 1.08

911.9 0.25 0.45 1.40 2.47 0.07 2.23

909.8 0.25 0.51 1.17 2.16 0.19 0.99

908.1 0.33 0.56 1.77 2.42 0.07 2.91

905.9 0.21 0.27 0.37 1.34 0.50 0.31

904.6 0.16 0.30 0.68 2.05 0.14 0.81

902.3 0.30 0.68 1.99 2.61 0.17 1.38

901.0 0.41 0.82 3.42 3.08 0.13 2.15

898.9 0.23 0.42 0.71 1.76 0.32 0.56

897.9 0.29 0.78 3.94 3.89 0.08 2.80

896.7 0.33 0.59 1.07 1.80 0.08 2.58

894.8 0.33 0.47 0.70 1.46 0.43 0.57

893.5 0.28 0.36 0.47 1.30 0.47 0.46

891.8 0.25 0.40 0.80 1.81 0.12 1.30

890.5 0.25 0.43 0.96 2.00 0.15 1.11

888.3 0.43 0.63 0.93 1.48 0.39 0.83

886.4 0.24 0.31 0.41 1.31 0.56 0.35

884.0 0.21 0.30 0.43 1.43 0.22 0.63

882.2 0.32 0.43 0.65 1.43 0.40 0.57

879.8 0.30 0.42 0.66 1.48 0.33 0.64

878.1 0.36 0.64 2.75 3.04 0.09 2.61

877.0 0.35 1.21 5.57 4.01 0.09 2.93

875.7 2.90 6.31 14.00 2.20 0.27 8.75

873.7 0.24 0.30 0.37 1.24 0.58 0.34

871.3 0.25 0.39 0.74 1.74 0.29 0.62

870.0 0.32 0.73 2.79 3.05 0.07 3.28

867.3 0.40 0.70 1.38 1.86 0.23 1.27

865.7 0.35 0.56 1.06 1.74 0.21 1.11

864.5 0.54 0.73 0.99 1.36 0.41 0.98

862.7 0.34 0.45 0.69 1.42 0.44 0.56

860.4 0.49 0.77 1.27 1.61 0.34 1.10

858.6 0.30 0.43 0.77 1.63 0.21 0.93

857.0 0.23 0.34 0.56 1.56 0.32 0.53

856.0 0.28 0.46 0.74 1.62 0.37 0.59

855.0 0.34 0.51 0.89 1.63 0.27 0.85

853.0 0.35 0.49 0.86 1.58 0.21 1.02

851.0 0.45 0.81 1.74 1.98 0 23 1.45

849.4 0.70 1.13 2.24 1.80 0.25 1.89

848.2 0.51 0.82 1.76 1.88 0.27 1.37

846.5 0.37 0.55 0.77 1.44 0.34 0.79

844.6 0.19 0.26 0.37 1.39 0.33 0.39

842.5 0 37 0.49 0.89 1.57 0.32 0.75

840.1 0.35 0.52 0.83 1.53 0.26 0.89

835.5 0.38 0.55 1.52 2.09 0.15 1.54

833.6 0.36 0.48 0.74 1.43 0.29 0.80

831.0 0.24 0.36 0.58 1.55 0.40 0.47

828.0 0.33 0.49 0.84 1.60 0.29 0.79

825.4 0.41 0.64 1.25 1.76 0.27 1.05

822.0 0.24 0.31 0.40 1.29 0.57 0.35

818.4 0.25 0.34 0.46 1.36 0.45 0.43

816.2 0.32 0.47 0.85 1.65 0.31 0.72

814.8 0.29 0.40 0.56 1.38 0.50 0.47

813.0 0.39 0.78 3.16 3.04 0.11 2.39

810.6 0.15 0.19 0.23 1.24 0.62 0.20

807.9 0.58 0.93 1.82 1.78 0.23 1.75

A15
1989 River

Mile above Sorting Uniformity Mean

Head of Passes 016 (w) 084 (m) Coefficient Modulus Diameter (ml

804.5 0.25 0.33 0.44 1.34 0.28 0.60

802.1 0.22 0.30 0.39 1.32 0.52 0.34

799.0 0.32 0.43 0.60 1.36 0.44 0.54

797.5 0.31 0.56 1.32 2.09 0.25 0.91

795.5 0.40 0.69 1.56 1.99 0.24 1.20

792.5 0.33 0.48 1.06 1.83 0.17 1.19

789.5 0.31 0.54 1.15 1.94 0.24 0.93

788.0 0.49 0.84 1.75 1.91 0.21 1.63

786.2 0.41 0.63 1.13 1.67 0.29 0.99

783.4 0.39 0.63 1.05 1.64 0.19 1.37

780.2 0.26 0.43 0.80 1.77 0.32 0.61

778.2 0.35 0.50 0.87 1.58 0.35 0.71

777.4 0.34 0.48 0.68 1.42 0.46 0.55

775.2 0.27 0.40 0.64 1.53 0.24 0.77

773.4 0.34 0.47 0.87 1.63 0.24 0.89

771.9 0.28 0.44 0.76 1.64 0.37 0.59

770.3 0.31 0.49 1.07 1.89 0.22 0.97

768.8 0.34 0,66 2.80 3.09 0.11 2.15

766.8 0.50 0.92 2.66 2.37 0.19 1.92

764.8 0.34 0.51 0.83 1.56 0.32 0.75

762.2 0.41 0.59 0.81 1.41 0.49 0.68

760.1 0.40 0.63 1.09 1.66 0.26 1.09

757.8 0.23 0.33 0.46 1.40 0.50 0.38

755.7 0.38 0.64 0.48 1.60 0.40 0.79

754.3 0.39 0.57 0.85 1.47 0.43 0.69

752.7 0.30 0.45 0.86 1.71 0.21 0.95

750.2 0.40 0.74 2.52 2.63 0.12 2.26

746.5 0.41 0.60 0.92 1.50 0.25 1.07

744.7 0.35 0.49 0.81 1.52 0.35 0.69

742.0 0.36 0.54 0.97 1.66 0.32 0.79

740.6 0.36 0.52 0.83 1.52 0.31 0.81

737.4 0.28 0.41 0.66 1.54 0.41 0.5i

734.6 0.27 0.56 0.99 1.93 0.27 0.81

732.7 0.53 0.85 7.52 5.24 0.08 3.80

730.3 0.29 0.40 0.58 1.41 0.48 0.47

727.7 0.33 0.43 0.60 1.34 0.48 0.51

725.0 0.18 0.23 0.30 1.27 0.52 0.25

722.3 0.24 0.36 0.59 1.58 0.40 0.46

719.5 0.30 0.44 0.66 1.48 0.43 0.54

716.8 0.34 0.49 0.78 1.53 0.33 0.73

714.3 0.29 0.37 0.48 1.29 0.59 0.41

712.9 0.25 0.37 0.69 1.68 0.22 0.77

709.9 0.34 0.51 12.03 12.61 0.03 6.22

707.2 0.47 0.71 1.14 1.56 0.36 1.00

705.0 0.38 0.51 0.69 1.35 0.48 0.58

702.9 0.23 0.33 0.48 1.46 0.43 0.40

700.3 0.34 0.54 0.87 1.60 0.32 0.78

697.5 0.40 0.66 1.34 1.84 0.26 1.10

695.6 0.34 0.50 0.81 1.56 0.30 0.77

694.0 0.35 0.47 0.69 1.41 0.45 0.57

692.0 0.40 0.57 1.00 1.60 0.16 1.48

689.9 0.43 0.67 1.04 1.55 0.22 1.35

687.6 0.35 0.49 0.77 1.49 0.30 0.77

683.4 0.39 0.54 0.77 1.41 0.46 0.63

681.7 0.24 0.32 0.41 1.29 0.58 0.36

679.4 0.16 0.19 0.22 1.17 0.55 0.22

677.5 0.33 0.59 0.97 1.73 0.32 0.82

674.5 0.26 0.41 0.76 1.70 0.10 1.66

672.1 0.43 0.69 1.17 1.65 0.23 1.32

669.9 0.21 0.31 0.51 1.56 0.42 0.38

666.8 0.33 0.45 0.64 1.40 0.31 0.72

664.9 0.21 0.29 0.39 1.35 0.43 0.37

663.9 0.31 0.42 0.58 1.37 0.51 0.47

662.4 0.22 0.31 0.44 1.41 0.48 0.36

660.2 0.36 0.51 0.78 1.48 0.38 0.67

658.1 0.44 0.63 0.91 1.43 0.37 0.88

656.5 0.34 0.52 0.98 1.70 0.29 0.82

654.6 0.33 0.41 0.51 1.25 0.57 0.44

650.2 0.31 0.41 0.54 1.32 0.53 0.46

647.6 0.32 0.49 0.76 1.54 0.40 0.62

645.7 0.26 0.34 0.45 1.32 0.55 0.39

643.4 0.51 0.74 1.18 1.53 0.35 1.08

641.7 0.44 0.62 0.90 1.44 0.15 1.83

640.0 0.27 0.38 0.59 1.47 0.36 0.55

637.2 0.34 0.47 0.81 1.55 0.30 0.76

634.1 0.25 0.34 0.47 1.36 0.53 0.39

632.1 0.32 0.43 0.77 1.57 0.27 0.78

629.3 0.53 0.80 1.96 1.98 0.17 1.99

628.0 0.33 0.42 0.53 1.26 0.56 0.46

A16
1989 River

Nile above Sorting Uniformity Mean

Head of Passes 016 (w) 050 (w) D84 (w) Coefficient Modulus Diameter (w)

625.5 0.22 0.30 0.40 1.36 0.53 0.34

623.1 0.33 0.48 0.94 1.72 0.18 1.13

620.8 0.37 0.49 0.70 1.39 0.46 0.58

617.7 0.26 0.37 0.54 1.43 0.20 0.84

614.7 0.34 0.43 0.66 1.40 0.33 0.66

612.5 0.33 0.48 0.80 1.56 0.28 0.80

610.0 0.15 0.19 0.23 1.23 0.64 0.20

607.3 0.30 0.38 0.49 1.28 0.42 0.53

605.9 0.21 0.31 0.48 1.53 0.34 0.44

603.5 0.32 0.47 0.79 1.57 0.31 0.73

601.0 0.10 0.14 0.20 1.38 0.39 0.19

599.4 0.36 0.47 0.68 1.38 0.43 0.58

598.2 0.33 0.42 0.58 1.33 0.45 0.52

595.6 0.24 0.31 0.39 1.29 0.52 0.38

592.1 0.19 0.24 0.34 1.34 0.48 0.28

590.3 0.30 0.42 0.61 1.42 0.43 0.54

588.5 0.24 0.39 3.88 1.96 0.11 1.42

585.2 0.25 0.31 0.39 1.27 0.58 0.36

583.8 0.23 0.30 0.39 1.29 0.57 0.34

581.3 0.15 0.20 0.26 1.33 0.55 0.22

579.4 0.18 0.25 0.36 1.41 0.41 0.32

576.5 0.31 0.41 0.61 1.39 0.23 0.85

575.0 0.16 0.22 0.36 1.50 0.08 1.16

572.2 0.22 0.30 0.42 1.39 0.15 0.92

570.3 1.06 25.14 38.26 12.66 0.25 27.22

568.7 0.00 0.00 0.00 3.37 0.02 0.03

566.0 0.27 0.38 0.58 1.48 0.40 0.51

565.2 0.21 0.28 0.36 1.31 0.52 0.31

562.8 0.34 0.69 5.13 4.72 0.07 3.23

561.3 0.25 0.35 0.48 1.37 0.44 0.45

559.8 0.23 0.33 0.49 1.47 0.26 0.59

556.8 0.19 0.24 0.32 1.32 0.02 0.02

554.1 * 0.00 0.00 6.98 0.03 0.01

551.8 0.43 0.62 0.94 1.47 0.28 1.03

548.8 0.33 0.41 0.54 1.29 0.47 0.51

546.8 0.32 0.41 0.59 1.36 0.35 0.62

545.0 0.28 0.36 0.47 1.31 0.51 0.44

542.9 0.25 0.32 0.41 1.29 0.57 0.36

541.5 0.29 0.39 0.55 1.36 0.34 0.61

538.2 0.22 0.30 0.40 1.34 0.52 0.34

535.4 0.28 0.36 0.48 1.31 0.37 0.54

532.9 0.29 0.41 0.70 1.56 0.23 0.83

527.4 0.30 0.38 0.48 1.27 0.49 0.47

525.3 0.30 0.38 0.48 1.26 0.39 0.56

522.5 0.33 0.57 2.37 2.95 0.10 1.97

519.1 0.41 0.69 1.35 1.81 0.23 1.32

518.1 0.36 0.49 0.72 1.42 0.40 0.64

516.0 0.29 0.38 0.49 1.29 0.57 0.42

514.1 0.25 0.35 0.47 1.36 0.33 0.56

511.5 0.36 0.49 0.90 1.59 0.15 1.42

508.6 0.21 0.27 0.33 1.25 0.54 0.32

507.0 0.25 0.38 0.64 1.60 0.37 0.53

504.5 0.20 0.26 0.38 1.38 0.26 0.47

502.4 0.28 0.37 0.49 1.-1 0.54 0.43

497.3 0.24 0.34 0.49 1.4k 0.39 0.47

495.1 0.33 0.43 0.62 1.37 0.44 0.54

491.8 0.21 0.29 0.40 1.39 0.47 0.34

490.0 0.24 0.33 0.45 1.36 0.53 0.37

488.2 0.18 0.22 0.28 1.27 0.53 0.24

485.5 0.23 0.37 0.70 1.75 0.?6 0.63

482.8 0.38 0.59 1.15 1.74 0... 1.60

480.6 0.26 0.34 0.45 1.34 0.45 0.44

478.6 0.20 0.28 0.41 1.43 0.47 0.33

476.6 0.25 0.32 0.42 1.30 0.54 0.38

469.6 0.30 0.37 0.47 1.26 0.58 0.42

468.8 0.29 0.35 0.43 1.21 0.66 0.38

466.7 0.17 0.23 0.35 1.42 0.39 0.30

465.2 0.24 0.39 0.72 1.75 0.25 0.67

462.0 0.32 0.40 0.50 1.25 0.51 0.47

460.8 0.28 0.36 0.46 1.29 0.44 0.48

458.6 0.26 0.33 0.43 1.30 0.45 0.44

456.8 0.24 0.31 0.39 1.27 0.52 0.37

454.8 0.27 0.41 0.69 1.62 0.23 0.79

452.4 0.31 0.43 0.89 1.73 0.21 0.94

449.2 0.32 0.43 0.69 1.46 0.39 0.59

446.8 0.19 0.25 0.34 1.33 0.49 0.29

445.2 0.20 0.29 0.42 1.43 0.46 0.33

442.8 0.54 3.39 9.08 4.47 0.14 5.10

439.8 0.17 0.21 0.28 1.28 0.54 0.23

A17
1989 River

Mile above Sorting Uniformity Mean

Head of Passes 016 (m) 050 (nD84(m) Coefficient Modulus Diameter (nm)

434.9 0.32 0.48 0.99 1.78 0.17 1.17

433.8 0.34 0.56 0.99 1.70 0.24 0.99

432.0 0.37 0.49 0.83 1.52 0.27 0.85

429.3 0.36 0.46 0.69 1.38 0.32 0.71

427.5 0.23 0.33 0.49 1.47 0.32 0.52

425.6 0.30 0.41 0.61 1.43 0.34 0.61

424.0 0.25 0.31 0.39 1.24 0.62 0.35

422.3 0.30 0.38 0.48 1.26 0.54 0.44

420.1 0.30 0.35 0.40 1.15 0.70 0.37

418.3 0.31 0.41 0.58 1.38 0.49 0.48

415.0 0.20 0.26 0.33 1.29 0.50 0.29

413.3 0.25 0.32 0.42 1.30 0.58 0.36

411.5 0.23 0.34 0.54 1.53 0.24 0.65

409.5 0.21 0.28 0.35 1.28 0.54 0.32

408.7 0.20 0.29 0.59 1.73 0.22 0.56

404.9 0.28 0.43 1.44 2.46 0.07 2.44

402.3 0.29 0.38 0.50 1.31 0.29 0.68

399.4 0.25 0.36 0.51 1.43 0.39 0.49

397.9 0.24 0.35 0.52 1.48 0.36 0.50

393.8 0.26 0.31 0.38 1.22 0.62 0.35

391.0 0.24 0.32 0.42 1.32 0.56 0.36

389.8 0.20 0.27 0.39 1.40 0.41 0.34

387.0 0.26 0.33 0.43 1.30 0.49 0.42

385.0 0.23 0.33 0.46 1.42 0.43 0.42

382.2 0.12 0.17 0.22 1.35 0.30 0.29

380.0 0.27 0.38 0.53 1.42 0.50 0.43

378.1 0.32 0.47 0.80 1.59 0.22 0.96

375.5 0.22 0.43 0.96 2.08 0.18 0.87

371.2 0.21 0.30 0.41 1.39 0.52 0.34

367.7 0.17 0.22 0.31 1.35 0.50 0.25

364.8 0.20 0.28 0.36 1.33 0.52 0.31

362.4 0.25 0.33 0.44 1.33 0.53 0.38

359.3 0.18 0.23 0.29 1.28 0.52 0.25

357.0 0.18 0.22 0.33 1.38 0.34 0.33

355.0 0.27 0.43 0.73 1.64 0.29 0.68

353.7 0.34 0.53 0.88 1.60 0.24 0.97

351.3 0.31 0.41 0.56 1.34 0.48 0.49

346.1 0.17 0.25 0.81 2.36 0.09 1.07

343.7 0.00 0.05 16.62 223.46 0.00 5.46

341.3 0.29 0.41 0.57 1.41 0.48 0.47

340.0 0.44 0.59 0.76 1.32 0.47 0.74

338.0 0.20 0.27 0.36 1.33 0.50 0.31

334.4 0.26 0.41 0.78 1.74 0.22 0.83

332.2 0.28 0.40 0.66 1.53 0.32 0.62

330.4 0.17 0.20 0.25 1.22 0.59 0.22

328.3 0 19 0.25 0.33 1.30 0.49 0.28

325.8 0.16 0.20 0.24 1.20 0.63 0.20

323.9 0.18 0.23 0.39 1.48 0.29 0.40

322.6 0.16 0.20 0.25 1.25 0.56 0.22

321.1 0.19 0.26 0.37 1.37 0.47 0.30

319.3 0.18 0.24 0.43 1.58 0.37 0.33

317.6 0.16 0.22 0.31 1.40 0.42 0.28

316.0 0.27 0.34 0.43 1.27 0.61 0.38

314.5 G.24 0.32 0.42 1.32 0.50 0.39

312.8 0.21 0.31 0.52 1.59 0.37 0.40

311.4 0.02 0.11 0.19 3.54 0.24 0.13

309.8 0.24 0.34 0.50 1.45 0.45 0.42

308.5 0.29 0.38 0.50 1.30 0.50 0.46

306.3 0.15 0.18 0.22 1.20 0.67 0.19

304.2 0.16 0.19 0.23 1.22 0.63 0.20

303.1 0.16 0.20 0.25 1.25 0.57 0.22

299.7 0.31 0.39 0.49 1.27 0.40 0.55

297.5 0.28 0.34 0.42 1.24 0.62 0.38

294.2 0.00 0.03 0.13 27.42 0.06 0.08

292.9 0.15 0.22 0.37 1.57 0.22 0.45

289.8 0.17 0.23 0.31 1.36 0.48 0.27

288.6 0.25 0.32 0.41 1.27 0.59 0.36

285.4 0.19 0.24 0.33 1.33 0.49 0.27

283.3 0.22 0.33 0.47 1.49 0.47 0.38

282.0 0.21 0 29 0.37 1.35 0.33 0.46

279.7 0.15 0.19 0.25 1.29 0.57 0.21

277.2 0.29 0.36 0.44 1.23 0.63 0.39

275.5 0.34 0.41 0.49 1.20 0.51 0.47

272.2 0.18 0.22 0.27 1.23 0.56 0.23

269.5 0.32 0.44 0.60 1.36 0.50 0.50

268.4 0.25 0.32 0.40 1.28 0.59 0.35

266.4 0.31 0.38 0.46 1.22 0.64 0.40

265.3 0.16 0.21 0.26 1.27 0.56 0.23

263.0 0.28 0.39 0.55 1.41 0.49 0.45

A18
1989 River

Mile above Sorting Uniformity Mean

Head of Passes D16 (mm) DSO (mm) D84 img) Coefficient Modulus Diameter (ram)

260.9 0.15 0.23 0.39 1 62 0.39 0.29 258.8 0.17 0.22 0.30 1.33 0.51 0.25 257.6 0.02 0.08 0.14 3.03 0.27 0.09

254.9 0.14 0.20 0.34 1.59 0.39 0.27 253.0 0.19 0.26 0.36 1.35 0.49 0.30 251.0 0.14 0.17 0.21 1.22 0.62 0.20 249.0 0.18 0.24 0.33 1.34 0.49 0.27

244.8 0.27 0.49 2.64 3.60 0.11 1.60

244.8 0.21 0.31 0.47 1.50 0.11 1.60 247.5 0.21 0.26 0.33 1.27 0.51 0.30 242.4 0.31 0.38 0.46 1.22 0.64 0.40 240.3 0.14 0.17 0.20 1.19 0.67 0.18 238.1 0.31 0.36 0.43 1.18 0.69 0.38 235.0 0.07 0.14 0.18 1.73 0.45 0.15 227.8 0.19 0.27 0.40 1.44 0.45 0.32

226.6 0.22 0.32 0.48 1.50 0.42 0.40 224.2 0.25 0.31 0.39 1.24 0.58 0.37 221.3 0.16 0.19 0.23 1.21 0.63 0.20 220.0 0.19 0.24 0.31 1.30 0.50 0.27

217.3 0.17 0.22 0.29 1.31 0.52 0.24 215.6 0.19 0.27 0.40 1.45 0.37 0.37

213.3 0.27 0.33 0.39 1.21 0.66 0.36

211.4 0.13 0.15 0.18 1.19 0.62 0.17 209.0 0.15 0.18 0.23 1.25 0.61 0.20 206.2 0.26 0.31 0.37 1.19 0.65 0.36 204.8 0.10 0.13 0.17 1.30 0.49 0.14 202.1 0.00 0.08 0.10 1.24 0.62 0.10 200.7 0.15 0.23 0.32 1.43 0.47 0.26 198.2 0.16 0.20 0.26 1.27 0.56 0.22 196.2 0.19 0.25 0.35 1.38 0.43 0.30 193.5 0.20 0.27 0.35 1.32 0.50 0.30 191.4 0.19 0.24 0.31 1.29 0.50 0.27 189.4 0.14 0.17 0.20 1.23 0.62 0.19 186.8 0.17 0.22 0.29 1.31 0.52 0.24 184.8 0.17 0.21 0.27 1.28 0.55 0.23 181.5 0.18 0.24 0.31 1.32 0.49 0.27 179.2 0.15 0.20 0.25 1.27 0.58 0.21 177.0 0.00 0.00 0.01 7.77 0.04 0.01

173.7 0.18 0.23 0.33 1.36 0.44 0.28 172.0 0.24 0.32 0.42 1.33 0.51 0.39

170.6 0.17 0.24 0.50 1.74 0.14 0.73 168.5 0.28 0.32 0.38 1.18 0.68 0.37 164.8 0.19 0.24 0.42 1.52 0.36 0.33 162.2 0.14 0.17 0.20 1.18 0.68 0.19 160.2 0.17 0.21 0.26 1.25 0.58 0.22 157.7 0.13 0.16 0.19 1.20 0.63 0.18 156.4 0.16 0.20 0.25 1.25 0.57 0.22 152.9 0.13 0.17 0.21 1.26 0.61 0.19 150.0 0.00 0.02 0.10 24.80 0.09 0.05

147.3 0.20 0.26 0.33 1.31 0.51 0.30

144.3 0.00 0.00 0.02 7.80 0.07 0.01 142.4 0.14 0.17 0.22 1.25 0.63 0.19

136.6 0.16 0.21 0.28 1.33 0.52 0.24 133.6 0.00 0.02 0.14 23.84 0.08 0.06 132.0 * 0.01 0.09 13.72 0.02 0.05 127.5 0.16 0.21 0.29 1.34 0.50 0.24

125.7 0.00 0.00 0.02 15.54 0.02 0.02 123.0 0.18 0.28 0.50 1.67 0.38 0.35 118.1 0.16 0.20 0.24 1.21 0.63 0.21 116.7 0.17 0.21 0.27 1.27 0.56 0.23 114.1 0.28 0.39 0.56 1.43 0.41 0.51 110.0 0.10 0.14 0.17 1.33 0,53 0.16 107.5 0.14 0.17 0.21 1.21 0.66 0.19

104.5 0.09 0.14 0.18 1.45 0.48 0.15

103.0 0.16 0.22 0.30 1.36 0.50 0.25 96.4 0.14 0.18 0.24 1.32 0.56 0.20 91.5 0.23 0.29 0.36 1.26 0.58 0.34 89.9 0.13 0.15 0.18 1.21 0.61 0.17

86.0 0.14 0.18 0.23 1.29 0.53 0.21 82.7 0.18 0.23 0.29 1.28 0.52 0.25

81.5 0.14 0.19 0.25 1.35 0.54 0.21

78.0 0.23 0.31 0.40 1.32 0.47 0.39 75.2 0.13 0.16 0.20 1.23 0.63 0.18

73.1 0.17 0.23 0.34 1.43 0.45 0.28 65.8 0.18 0.22 0.29 1.29 0.44 0.28 63.0 0.34 0.45 0.60 1.34 0.51 0.50

59.0 * 0.00 0.02 10.82 0.02 0.03

57.0 0.14 0.18 0.23 1.27 0.60 0.20

55.4 0.15 0.19 0.25 1.27 0.58 0.21

A19
1989 River

Nile above Sorting Uniformity Mean

Head of Passes 016 (wm) 050 (mw) OA (1 Coefficient Modulus Diameter (wn)

52.8 0.17 0.21 0.26 1.25 0.58 0.22

51.2 0.11 0.14 0.18 1.27 0.56 0.16

47.3 0.15 0.23 0.33 1.49 0.43 0.28

44.8 0.14 0.17 0.20 1.20 0.66 0.19

42.8 0.17 0.23 0.32 1.38 0.48 0.26

40.0 0.12 0.16 0.20 1.28 0.58 0.18

37.0 0.17 0.21 0.25 1.22 0.59 0.22

35.2 0.18 0.24 0.32 1.34 0.48 0.28

33.0 0.26 0.30 0.36 1.19 0.63 0.35

30.4 0.01 0.14 0.19 6.69 0.27 0.13

26.0 0.17 0.20 0.23 1.17 0.66 0.20

23.9 0.00 0.02 0.07 79.03 0.08 0.04

21.9 0.15 0.18 0.23 1.25 0.61 0.20

18.0 0.00 0.00 0.01 10.77 0.05 0.01

13.5 0.11 0.14 0.18 1.30 0.52 0.16

11.9 0.08 0.11 0.15 1.41 0.45 0.13

5.5 0.13 0.15 0.18 1.19 0.59 0.17

2.8 0.13 0.16 0.20 1.24 0.61 0.18

* undefined

A20
TABLE 10 GRAIN SIZE DISTRIBUTIONS FM THE 1932 OMPS F ENIGINEERS SM4PLES,

CONVETED TO THE ETENED I•P1WTH SCALE

Interpolated (log-normal probability) from CUE data

1932 River 1989 River Mile below Mile Above --- Percemt finer than indicated size --- Calro. 111, Bead of Passes Z.0 __5 1.0_ 0,51 0.125 - 0.062

2.00 953.8 62.9 44.9 19.2 2.3 .6 .1 6.00 950.0 99.9 99.9 99.9 99.9 99.3 41.5 7.00 949.0 99.8 99.4 93.6 7.8 1.0 .1 10.00 945.5 87.1 75.6 47.7 8.9 1.6 .1 12.00 943.0 57.9 44.9 27.8 11.1 2.8 .1 13.00 NC 91.4 86.3 39.2 3.0 .9 .1

14.00 

13A MC 54.7 51.3 31.9 3.3 .9 .1 NC 99.9 99.9 99.6 89.5 28.2 .1 16.50 NC 52.2 50.1 48.0 46.4 45.3 1.2 19.25 NC 74.1 59.0 26.6 2.0 .5 .1 19.50 939.0 82.9 74.2 49.3 9.0 1.6 .1 21.00 937.4 98.5 94.6 80.2 44.4 24.1 .2 22.50 935.5 27.8 20.9 11.1 3.6 2.0 .1 23.50 NC 76.2 69.5 29.1 3.3 1.3 .1 25.00 NC 68.9 58.2 47.4 23.6 7.9 .1 27.00 930.7 57.5 33.9 11.0 1.5 .5 .1 29.50 927.9 98.9 92.7 20.7 1.8 .8 .1 31.00 926.8 91.0 69.0 12.7 1.0 .4 .1 32.00 926.4 95.0 86.6 53.3 5.0 1.1 .1 35.00 922.7 96.8 92.2 68.7 30.5 11.9 .1 37.50 921.1 59.4 33.9 17.3 14.2 10.1 .3 38.50 920.2 5.2 3.3 1.0 .3 .2 .1 41.00 917.8 90.8 78.3 34.5 2.7 .6 .1 43.00 915.4 89.6 81.7 40.8 11.5 8.4 .3 44.00 NC 99.9 99.8 94.3 11.3 2.8 .1 44.25 

48.50 

NC 98.5 97.8 89.1 6.1 1.2 .1 NC 99.4 95.2 73.4 20.4 7.9 .2 51.00 910.0 96.6 86.2 39.4 9.2 4.7 .1 55.50 

56.00 

905.7 95.3 90.0 53.5 3.4 .6 .1 905.1 98.7 95.5 84.3 40.5 10.7 .1 56.25 904.8 99.4 98.9 85.0 21.3 5.2 .1 60.00 901.4 65.3 54.1 30.2 7,1 2.8 .1 61.00 900.4 95.8 95.1 91.7 40.4 8.6 .1 65.00 896.0 47.8 34.4 14.6 1.0 .3 .1 70.00 890.5 92.4 58.8 35.4 2.4 .6 .1 71.00 889.4 52.4 43.5 19.5 1.9 .5 .1 72.50 888.0 83.9 68.7 34.9 3.0 .7 .1 76.50 884.2 85.8 56.7 10.0 .4 .2 .1 78.00 882.7 92.6 80.2 28.9 .7 .2 .1 80.00 

81.00 

881.0 84.5 58.5 15.7 4.4 1.8 .1 878.5 96.1 86.9 44.1 1.2 .2 .1 87.00 873.0 98.2 92.9 58.7 3.7 .8 .1 88.50 871.3 94.8 83.4 35.0 7.4 2.3 .1 91.00 868.0 56.9 44.5 16.8 1.9 .6 .1 92.00 867.0 96.3 83.7 19.7 .9 .3 .1 94.00 864.8 94.8 79.6 21.5 1.7 .5 .1 98.00 860.0 16.9 13.6 8.3 2.8 1.1 .1 100.50 858.0 99.9 99.5 96.6 17.8 2.7 .1 102.00 856.6 69.3 50.3 21.7 8.2 2.2 .1 108.00 

106.50 

851.7 88.6 75.2 27.3 1.3 .3 .1 851.0 79.6 63.6 36.5 5.1 1.1 .1 108.00 850.0 91.9 75.8 21.5 .9 .3 .1 113.00 845.5 76.7 53.0 6.4 .1 .1 .1 115.50 843.0 45.4 40.2 26.2 3.2 .7 .1 124.00 833.6 95.7 82.1 48.4 9.4 1.9 .1 128.00 829.5 98.8 94.6 58.5 6.7 1.3 .1 131.50 

137.00 

826.0 97.7 92.6 46.5 1.8 .4 .1 819.5 51.8 41.9 19.2 2.7 .7 .1 138.00 817.2 95.8 85.7 36.1 1.3 .3 141.50 .1 813.0 71.7 49.7 12.8 2.3 .9 .1 142.00 811.5 87.7 70.3 19.6 1.4 .5 .1 144.00 808.9 52.5 35.2 21.4 7.9 2.8 .1 146.00 806.0 99.3 94.8 39.3 3.4 1.2 .1 150.50 800.4 92.5 76.3 31.3 2.7 .7 .1 155.25 795.5 76.6 62.0 28.9 4.5 1.3 .1 159.50 791.5 87.7 67.0 29.6 3.0 .7 .1 160.50 790.3 92.6 78.2 28.6 2.9 1.1 .1 161.50 789.2 91.4 75.9 37.5 3.6 1.1 ,1 163.75 787.9 93.6 86.9 38.3 1.7 .4 ,1 170.75 780.9 94.8 88.8 41.9 2.3 .5 .1 172.50 780.0 93.7 78.8 31.1 1.8 .5 .1 176.00 775.6 99.9 99.9 95.2 16.4 2.9 .1 ý78.50 NC 89.8 75.1 19.7 .5 .2 ,1 181.75 772.5 77.1 57.2 17.8 3.1 1.0 .1

A21
1932 River 1989 River

Kile belo. Kile Above Percent finer than indicated size ---

Cairo, Ill. Head of Passes 2.0 en 1.0 0 5 0,250 0125 0.062u

182.75 771.3 96.1 87.8 56.7 34.7 31.9 .9

186.50 767.9 69.0 67.7 43.3 5.3 1.2 .1

194.00 NC 91.3 78.8 16.0 .8 .3 .1

195.00 NC 94.5 82.6 35.1 1.0 .2 .1

200.00 757.0 97.9 92.5 62.7 11.1 2.4 .1

201.50 755.3 77.8 65.2 16.2 .8 .3 .1

205.00 NC 93.7 80.1 18.9 .6 .2 .1

209.00 NC 63.6 53.4 20.4 3.0 1.4 .1

210.75 NC 99.2 96.1 38.8 2.1 .7 .1

215.50 746.9 97.6 91.8 37.3 3.1 .9 .1

219.25 742.6 99.9 99.8 92.9 9.3 1.7 .1

221.50 739.5 93.2 88.1 66.6 40.0 16.0 .1

225.00 736.5 99.1 96.7 69.4 7.2 2.0 .1

229.00 734.0 99.9 99.5 82.4 3.7 .8 .1

230.00 732.8 82.4 78.7 40.7 2.1 .6 .1

231.00 731.7 99.8 98.9 65.5 1.5 .3 .1

236.75 725.9 99.9 99.9 94.5 5.9 1.1 .1

241.00 721.6 98.8 95.7 59.2 2.3 .6 .1

243.00 719.7 96.8 92.1 51.3 6.1 1.1 .1

244.00 719.0 97.6 89.9 43.7 2.4 .6 .1

247.50 715.9 99.5 97.3 62.4 2.3 .4 .1

249.75 714.0 99.9 99.9 91.1 8.6 1.9 .1

250.50 712.8 99.9 99.8 89.7 11.2 1.8 .1

251.00 712.0 98.0 90.1 58.7 10.5 2.2 .1

251.75 711.2 40.9 34.1 19.5 5.3 1.4 .1

252.25 710.5 91.8 80.9 28.7 .6 .2 .1

252.50 710.0 90.0 79.2 25.7 .8 .2 .1

253.25 709.5 99.7 99.1 85.0 5.9 .7 .1

254.00 708.7 99.9 99.9 94.0 9.7 1.1 .1

254.13 708.6 95.0 63.2 40,9 6.9 1.3 .1

254.25 708.5 72.2 56.2 30.8 4.7 1.0 .1

254.50 708.2 84.8 75.0 48.7 21.1 6.7 .1

254.75 A 707.9 86.0 55.4 8.3 1.3 .4 .1

254.75 B 707.9 95.9 89.1 58.3 11.1 1.9 .1

255.00 707.6 92.7 85.2 33.3 2.5 .6 .1

255.50 706.9 97.7 91.7 46.5 2.8 .7 .1

255.75 A 706.6 99.3 97.2 55.4 4.4 1.1 .1

255.75 B 706.6 84.0 70.6 17.6 .5 .2 .1

256.25 706.0 92.4 86.4 48.7 4.5 1.0 .1

256.50 705.3 98.5 75.6 20.0 4.1 1.0 .1

258.00 704.2 98.7 97.0 48.5 5.6 1.4 .1

259.00 703.3 93.7 85.9 53.4 7.2 3.7 .3

260.25 701.9 99.0 93.3 47,4 7.9 1.5 .1

261.50 700.7 98.5 97.4 79.7 15.1 3.5 .1

263.25 698.9 95.6 85.3 36.9 1.3 .2 .1

264.50 697.5 95.9 88.8 51.4 10.8 2.5 .1

266.00 696.0 82.3 77.4 38.8 3.6 .8 .1

266.50 695.5 91.1 77.7 29.9 1.4 .2 .1

267.00 695.0 86.8 78.7 51.3 35.9 33.4 .9

269.50 691.9 99.9 98.8 80.9 9.6 1.3 .1

270.50 690.3 99.5 96.3 48.7 3.9 .6 .1

271.50 689.3 94.7 87.0 40.5 2.4 .5 .1

272.50 688.6 98.9 97.9 89.0 14.8 3.2 .1

272.75 688.0 93.3 90.1 41.7 1.4 .3 .1

273.00 687.5 99.9 99.6 93.5 56.9 36.9 .7

273 A 687.5 90.3 79.6 41.3 3.3 .7 .1

273.75 686.4 80.9 72.9 53.8 44.0 43.0 1.1

277.50 681.6 99.4 97.6 72.9 11.0 1.7 .1

280.75 NC 93.3 75.8 33.0 4.0 1.1 .1

281.50 NC 93.9 87.7 45.9 2.1 .3 .1

283.50 NC 98.6 95.2 45.7 5.4 1.6 .1

286.75 NC 97.7 78.5 7.2 .6 .3 .1

287.25 NC 99.5 98.6 60.6 2.5 .5 .1

289.25 NC 99.4 97.5 64.7 4.5 1.1 .1

292.50 NC 98.6 91.4 34.4 2.0 .6 .1

293.00 NC 26.5 24.9 13,2 2.0 .7 .1

293.75 677.0 77.3 67.8 27.5 1.5 .4 .1

296.00 674.0 99.4 95.0 67.2 33.0 11.1 .1

298.50 672.5 96.9 90.2 49,4 5.0 1.3 .1

300.00 670.0 97.4 83.9 18.4 .7 .3 .1

300.75 669.2 95.3 87.8 40.1 .9 .2 .1

301.50 668.4 93.7 84.8 44.6 5.7 1.9 .1

302.75 667.1 99.6 98.7 60.4 2.9 .6 .1

303.25 NC 99.8 99.6 90.9 5.7 .8 .1

303.50 NC 99.9 99.7 94.9 11.7 1.7 .1

303.75 HC 95.4 89.4 34.4 1.1 .2 .1

304.00 666.9 99.9 99.9 99.4 87.5 32.1 .1

306.75 663.7 99.9 99.6 34.6 2.0 .8 .1

310.00 660.3 98.9 98.5 92.3 34.4 5.5 .1

310.75 659.4 92.9 86.3 42.1 .8 .2 .1

A22
1932 River 1989 River Kile below Kile Above --- Percent finer than indicated size --- Cairo. 111. Head of Passes 2.0 - 1.0_.. 0,5 - 0.250 m 0.125 mm 0.062 a=

313.75 656.7 99.5 97.9 74.5 9.2 1.7 .1

314.25 656.4 99.9 99.8 95.5 11.1 1.6 .1

316.25 654.2 98.3 96.3 33.4 3.6 2.1 .1

317.50 653.0 98.2 97.0 82.7 8.7 1.3 .1 321.50 649.0 99.2 95.3 47.3 5.1 1.2 .1

324.50 646.0 95.6 86.4 51.1 8.5 1.9 .1

329.50 640.6 25.6 16.9 7.0 1.0 .4 .1

330.00 640.1 99.9 99.0 30.5 .6 .2 .1

331.00 639.0 99.9 99.6 68.8 .8 .2 .1

332.00 637.8 99.9 99.4 90.5 22.9 3.1 .1

333.50 635.8 97.9 92.8 54.3 22.5 13.5 .2

337.00 632.1 92.1 78.1 14.2 .6 .3 .1

338.75 63..2 99.7 98.9 95.9 48.9 5.9 .1

339.50 629.3 99.6 99.2 94.5 15.6 1.6 .1 342.75 NC 99.9 99.7 93.8 25.0 4.8 .1

344.00 NC 99.9 99.8 99.2 50.2 6.2 .1

348.00 625.8 75.5 50.3 28.0 7.9 3.7 .2 349.00 NC 97.4 93.4 80.3 16.0 4.0 .1

350.00 NC 32.5 28.8 19.8 3.1 .8 .1 351.00 NC 99.9 99.5 87.4 2.9 .4 .1

352.25 NC 97.7 94.6 43.2 .7 .2 .1

352.50 NC 99.9 99.9 97.1 15.4 1.6 .1

353.00 NC 98.9 96.8 70.0 3.4 .5 .1

356.00 NC 95.8 88.8 23.4 2.7 1.4 .1 357.50 NC 81.4 72.0 28.4 .7 .2 .1

359.00 NC 98.8 98.5 91.2 26.3 3.8 .1

360.75 624.1 62.6 52.6 30.3 10.5 3.2 .1

362.50 622.0 99.1 96.7 63.1 7.4 1.4 .1

363.25 621.5 99.9 99.8 94.1 37.8 6.4 .1

366.50 618.0 99.7 99.5 91.5 11.0 2.0 .1

371.75 613.0 98.7 96.9 64.7 11.5 2.6 .1

372.00 612.4 99.9 99.7 94.7 54.4 25.2 .2

372.75 611.5 97.1 96.0 80.4 32.1 26.9 .8

375.00 608.9 91.2 89.4 62.9 20.6 7.7 .1

376.75 607.1 80.5 66.7 49.4 15.5 5.3 .2

378.50 605.0 99.9 99.7 97.2 38.5 10.7 .1

381.00 603.4 91.1 84.5 51.9 9.8 4.7 .3

382.00 NC 99.9 99.8 95.8 53.3 21.3 .2

390.50 593.1 99.1 98.6 93.6 72.5 31.1 .1

391.50 591.3 99.9 99.8 96.9 65.7 29.2 .1

393.00 590.5 99.9 99.7 96.0 51.2 20.8 .3

394.00 590.0 66.8 49.1 22.0 10.5 7.8 .2

395.00 589.0 99.4 97.2 61.6 8.5 5.6 .2 396.00 587.2 99.8 97.7 59.9 9.1 6.4 .2

396.25 586.9 79.6 64.5 19.9 2.6 1.5 .1

397.00 586.3 25.4 25.1 21.4 1.8 .3 .1

397.25 586.0 99.5 99.0 97.4 86.7 45.8 .1

397.50 585.5 99.9 99.9 98.0 26.8 4.4 .1

397.5 A 585.5 96.7 94.5 71.7 2.9 .4 .1

398.00 585.1 98.4 97.3 52.0 1.6 .4 .1 398.25 N/A 99.9 99.5 92.6 56.8 36.4 .6

398.50 585.0 99.9 99.5 82.7 3.6 .7 .1

399.00 584.8 99.8 99.6 98.5 59.5 14.7 .1

399.75 584.0 99.9 99.8 98.9 73.8 18.7 .1

401.00 581.6 98.3 95.1 77.0 52.2 25.6 .1

401.50 581.3 22.4 20.5 16.1 7.1 3.8 .2 402.00 580.7 25.0 16.7 7.6 1.2 .4 .1

403.00 579.9 6.8 5.0 2.0 .2 .1 .1

404.00 576.3 93.0 87.9 55.8 1.9 .4 .1

404.50 NC 99.9 99.9 99.0 11.6 1.4 .1

406.00 NC 99.9 99.8 98.5 54.5 15.3 .1

407.50 NC 99.9 99.9 99.9 99.9 99.7 87.1 410.00 NC 99.9 99,7 98.7 28.2 2.6 .1

411.50 NC 51.1 48.4 30.1 3.3 1.3 .1

412.50 NC 56.3 38.8 15.6 .8 .2 .1

413.50 NC 92.8 85.6 60.0 12.9 2.7 .1

416.00 NC 99.5 98.5 70.6 2.8 .6 .1

419.00 NC 98.1 97.4 88.2 15.7 3.1 .1

420.00 NC 99.9 99.6 85.2 6.2 1.1 .1

423.00 NC 99.0 97.9 86.1 30.3 7.1 .1

424.50 NC 99.9 99.9 99.9 99.9 99.6 78.7

425.50 571.2 69.1 63.9 29.8 5.0 2.3 .1

426.50 568.3 99.9 99.9 99.9 99.9 99.3 66.9

428.00 566.9 99.8 99.4 80.8 9.2 5.3 .2

429.50 565.4 98.7 96.2 62.0 5.8 2.0 .1

429,75 565.1 99.2 98.9 94.3 21.3 5.3 .1

430.50 564.5 8.1 5.4 2.6 .2 .1 .1

411.50 563.5 95.2 85.6 29.3 .9 .2 .1

433 A 560.4 99.9 99.9 97.9 36.8 11.7 .1

433 B 560.4 84.2 80.6 51.7 1.4 .3 .1

A23
1932 River 1989 River

mile below Mile Above --- Percent finer than indicated size ---

Cairo, 111. Bead of Passes 2.0 • 1.0 05 0.250 

- 0.125 n 0.062

033.50 559.8 86.6 80.3 53.4 5.3 1.1 .1

435.50 557.0 99.9 99.4 92.5 22.6 10.6 .4

436.75 NC 99.9 99.9 99.1 55.0 20.6 .1

438.50 NC 99.2 98.8 92.9 33.8 10.9 .1

439.50 554.5 99.9 99.3 92.7 41.2 27.2 .6

441.00 553.1 95.5 94.7 86.7 55.3 45.2 .7

441.50 552.2 98.5 94.6 60.9 6.5 3.4 .2

442.50 551.8 99.9 99.7 90.7 1.4 .3 .1

443.50 549.7 99.9 99.9 98.9 10.6 .9 .1

447.50 NC 79.6 59.5 20.7 8.4 4.0 .1

449.00 NC 99.1 97.2 82.9 24.0 6.3 .1

451.50 NC 99.9 99.9 99.9 99.9 99.9 92.1

452.50 NC 99.9 99.8 80.7 1.5 .6 .1

454.00 NC 99.9 99.9 99.9 99.9 99.8 91.1

454.50 NC 30.0 21.7 8.2 .5 .2 .1

455.50 N7 99.9 99.6 83.1 .9 .1 .1

456.50 548.2 99.4 98.9 87.0 8.8 1.3 .1

457.50 547.3 94.2 83.3 43.4 1.6 .3 .1

459.00 546.0 48.6 43.4 15.8 .9 .3 .1

459.25 545.5 94.1 86.4 59.6 24.6 12.1 .2

460.50 544.4 96.0 84.2 43.5 10.3 2.4 .1

461.50 543.6 99.9 99.6 60.9 7.0 2.1 .1

462.00 NC 51.9 46.2 24.2 2.2 .5 .1

464.00 NC 96.6 92.5 53.2 1.3 .3 .1

464.25 NC 99.4 98.3 85.4 8.6 1.2 .1

465.50 NC 95.8 93.6 77.7 12.4 1.9 .1

466.00 NC 99.9 99.9 98.1 21.5 2.5 .1

466.50 NC 99.5 99.1 96.1 39.0 6.8 .1

468.00 NC 97.7 92.4 63.4 34.9 12.2 .1

469.50 NC 81.9 59.0 41.0 37.9 20.1 .1

470.50 NC 96.3 95.0 47.3 1.9 .9 .1

472.50 540.0 97.3 81.8 8.7 .2 .2 .1

474.00 NC 99.9 98.9 58.4 1.4 .3 .1

475.00 NC 99.9 99.9 77.1 2.2 .4 .1

475.75 NC 89.3 89.1 82.5 3.6 .4 .1

476.25 NC 99.9 99.7 93.3 2.1 .3 .1

477.50 NC 98.0 96.9 79.4 28.7 4.6 .1

479.75 NC 98.0 97.0 78.9 10.2 2.8 .1

481.00 NC 99.9 99.9 99.2 36.1 10.3 .2

481.25 NC 44.2 41.1 25.6 3.6 .9 .1

481.75 NC 71.7 66.7 42.6 8.0 1.4 .1

482.00 NC 99.9 99.9 99.4 22.3 2.5 .1

483.00 NC 99.9 99.8 87.4 9.0 1.4 .1

484.00 538.6 99.9 99.8 82.7 8.5 1.9 .1

484.25 538.4 .1 .1 .1 .1 .1 .1

484.75 537.9 60.4 29.2 5.0 .4 .2 .1

485.25 A 537.4 99.7 96.9 48.3 1.5 .4 .1

485.25 B 537.4 18.2 10.1 4.0 .4 .1 .1

486.00 536.7 99.5 98.7 65.7 5.9 1.1 .1

487.00 535.8 97.4 93.6 47.6 19.6 9.9 .1

488.5 A 534.4 99.9 99.9 99.1 22.3 3.3 .1

488.5 B 534.4 99.5 95.8 50.0 2.3 .5 .1

489.00 534.1 99.1 98.0 83.2 8.9 1.6 .1

489.25 533.9 99.9 99.9 99.9 99.9 99.6 65.8

489.50 533.7 99.6 99.5 97.1 20.9 2.1 .1

489.75 533.6 86.8 84.3 55.9 1.8 .3 .1

490.00 533.4 99.9 99.9 99.2 28.6 3.0 .1

490.5 A 532.8 99.9 99.9 95.3 13.2 1.6 .1

490.5 B 532.8 93.7 89.6 66.6 2.6 .3 .1

491.00 532.1 99.7 99.2 96.6 15.8 1.8 .1

491.25 531.8 99.8 99.7 97.9 16.1 1.8 .1

492.50 530.4 99.6 97.8 91.0 65.0 29.4 .2

493.50 529.4 41.5 29.6 9.5 1.9 .6 .1

494.00 528.9 46.8 40.6 15.9 2.9 1.2 .1

494.50 528.4 96.1 95.7 73.8 2.0 .4 .1

496.00 526.0 99.9 99.7 96.5 14.9 3.0 .1

497.00 525.9 96.2 89.4 66.9 17.8 5.2 .1

498.75 524.4 99.8 99.2 95.0 55.3 20.9 .2

500.00 523.0 92.8 83.8 41.2 1.2 .3 .1

501.50 521.4 44.6 39.2 26.9 5.9 2.1 .1

502.00 520.9 99.4 97.6 60.3 2.7 .5 .1

503.50 519.0 98.8 96.5 75.6 9.2 1.4 .1

505.50 516.3 90.7 87.5 72.2 22.3 8.4 .2

507.00 NC 99.9 99.9 94.4 20.0 4.4 .1

508.75 NC 98.6 04.6 53.3 5.4 1.4 .1

510.50 NC 98.9 9g.1 81.6 4.4 1.0 .1

512.25 NC 99.9 99.9 97.0 48.3 21.0 .2

513.00 513.0 99.9 99.8 99.3 52.9 19.9 .2

514.00 511.6 1.0 .9 .6 .2 .2 .1

514.50 511.2 67.4 67.0 59.8 6.4 1.0 .1

A24
1932 River 1989 River

Mile below Kile Above --- Percent finer than indicated size ---

Cairo, Il. Head of Passes 2.0 1.0 m 0.5 - 0.250 tu 0.125 m 0.062 -

515.00 510.8 97.8 95.4 81.9 6.8 .8 .1

517.00 508.8 91.9 90.5 75.8 36.5 13.1 .1

518.00 507.6 90.7 81.5 39.0 4.8 1.4 .1

519.50 NC 85.1 75.0 39.2 3.5 .9 .1

520.50 NC 99.9 99.9 92.5 10.2 1.5 .1

521.75 NC 99.4 98.7 95.3 22.0 2.2 .1

522.50 NC 99.8 99.2 83.6 11.1 2.2 .1

523.50 NC 99.8 98.8 93.9 64.8 47.5 .3

526.00 NC 98.2 96.9 84.8 21.0 9.2 .1

526.75 NC 99.8 99.4 96.6 47.0 6.5 .1

527.25 NC 99.9 99.9 99.3 51.9 5.9 .1

528.00 NC 99.8 99.5 97.6 38.6 3.8 .1

530.00 499.8 99.9 99.9 98.4 17.6 1.8 .1

530.50 499.6 99.9 99.9 97.6 42.9 7.9 .1

532.00 497.7 99.9 99.9 99.5 61.4 10.0 .1

533.50 496.5 99.2 98.1 87.9 26.5 4.6 .1

536.00 494.1 98.9 95.0 61.2 7.0 1.9 .1

537.00 492.9 74.2 65.6 38.3 8.8 2.2 .1

537.50 492.3 99.6 98.6 65.7 4.1 .9 .1

538.50 491.0 97.6 94.3 65.3 6.8 1.6 .1

538.75 490.7 91.4 87.8 55.6 2.6 .6 .1

539 A 490.4 95.9 91.0 56.4 2.4 .5 .1

539 B 490.4 99.9 99.8 97.9 37.1 6.9 i

539.25 490.0 99.9 99.8 98.3 34.3 6.3 .1

539.75 489.4 99.5 99.2 98.1 86.6 51.4 .2 540.00 489.1 99.7 98.2 72.5 4.4 1.2 .1

540.25 488.8 86.8 83.6 51.6 1.7 .3 .1

540.25 A 488.8 94.8 87.8 37.4 .9 .3 .1

541.25 487.5 99.9 99.9 99.7 54.0 8.3 .1

541.50 487.5 99.9 99.9 99.1 56.5 24.5 .5

543.75 485.8 99.9 99.9 88.7 5.6 1.0 .1

546.25 483.4 99.9 99.8 90.5 2.4 .3 .1

548.00 480.7 92.5 89.1 70.8 17.5 3.5 .1

548.50 480.2 19.2 15.1 7.4 1.1 .3 .1

549.00 479.6 87.4 81.0 54.4 3.5 .6 .1

549.50 479.1 99.9 99.9 96.7 15.9 3.4 .1

551.00 477.5 84.2 71.2 29.9 1.8 .5 .1

554.00 474.3 99.7 9W.S 47.4 4.9 2.4 .1

555.00 473.2 81.2 73.7 18.4 1.8 .8 .1

556.00 472.5 99.5 98.7 87.7 38.9 10.0 .1

558.50 470.6 99.3 98.3 81.4 23.8 9.1 .1

560.00 469.1 99.5 98.3 85.3 21.7 3.0 .1

560.50 468.6 98.7 97.7 86.4 15.5 2.2 .1

563.50 465.6 99.5 95.6 57.3 8.2 2.6 .1

565.00 NC 90.2 82.3 36.2 .7 .2 .1

566.50 NC 99.3 98.4 82.8 3.8 .6 .1

568.00 NC 88.1 73.5 38.7 1.4 .3 .1

569.50 NC 97.2 96.7 91.6 9.8 1.1 .1

570.75 NC 99.9 99.9 99.9 99.9 99.9 73.3

572.50 NC 99.9 99.8 82.1 13.0 5.8 .1

573.50 NC 81.0 76.7 37.9 1.9 .6 .1

575.00 NC .1 .1 .1 .1 .1 .1

575.50 NC 21.4 17.6 6.6 .3 .2 .1

577.00 NC 89.6 81.6 34.6 .8 .2 .1

578.00 460.0 99.9 99.F 83.2 10.5 1.8 .1

579.00 458.9 98.8 97.6 80.6 13.0 1.9 .1

580.00 458.1 98.6 07.9 69.2 11.4 4.3 .1

581.00 457.0 31.1 27.3 15.0 4.6 2.0 .1

581.75 455.8 99.8 98.3 49.7 10.1 4.7 .1

583.00 454.8 63.0 57.6 21.5 1.1 .4 .1

583.50 454.0 84.6 7i.1 29.8 .7 .2 .1

586.25 451.0 92.6 90.0 64.2 5.7 1.6 .1

586.75 NC 95.1 89.6 50.8 4.1 2.4 .3

588.00 NC 56.8 53.4 21.9 3.1 1.2 .1

589.00 NC 99.8 99.4 84.6 4.9 .8 .1

590.00 NC 99.9 99.9 99.9 99.9 99.8 85.1

591.00 NC 98.0 96.8 80.8 8.9 2.1 .2

593.00 NC 99.5 97.7 84.3 18.1 2.6 .1

595.00 444.1 95.9 88.7 54.1 9.2 4.0 .1

595.25 443.8 90.4 p0.2 86.6 28.0 8.5 .1

595.50 443.6 63.8 52.9 19.9 2.1 .9 .1

595.5 A 443.6 99.9 99.9 99.8 84.0 34.5 .2

595.75 443.3 20.2 19.4 12.6 1.1 .3 .1

595.75 A 443.3 99.9 99.8 '9.7 94.5 61.5 .2

596.25 442.8 58.2 56.4 3b.h 2.4 .5 .1

596.50 442.5 .1 .1 .1 .1 .1 .1

596.5 A 442.5 97.7 91.1 45.4 - 5 .9 .1

596.75 442.3 99,9 99.8 9..8 11.5 1.4 .1

597.00 442.0 63.9 60.3 51.4 16 3 2.8 .1

597 A 442.0 99.9 99.9 99.8 95.2 52.3 .1

A25
1932 River 1989 River

Mile below Mile Above -- Percent finer than indicated size ---

Cairo, 11. Head of Passes 2.0 - 1.0 05 0.250 - 0.125 - 0.062

597.50 441.5 88.0 68.9 14.4 .5 .2 .1

597.5 A 441.5 99.9 99.9 91.9 11.5 1.5 .1

598.00 441.0 99.9 99.8 98.6 60.4 13.4 .1

598.25 440.7 76.1 65.9 20.4 .8 .3 .1

598.50 440.4 92.4 89.8 49.7 .9 .2 .1

598.5 A 440.4 99.9 99.9 98.6 66.7 22.8 .1

599.00 439.9 89.5 86.4 62.4 5.2 .8 .1

599 A 439.9 99.9 99.9 98.9 84.3 32.6 .1

599.50 439.4 91.9 80.5 31.0 1.1 .3 .1

599.5 A 439.4 99.0 99.7 82.0 13.4 3.3 .1

599.75 439.1 99.7 97.8 77.9 43.8 28.4 .3

600.00 438.9 99.7 98.8 78,3 4.3 .7 .1

600 A 438.9 99.7 99.3 79.2 5.4 1.1 .1

600.50 438.3 99.9 99.9 98.4 38.7 5.3 .1

601.60 437.2 99.9 99.9 98.8 46.9 6.7 .1

601.75 437.0 99.9 99.8 95.2 33.9 4.9 .1

602.50 436.2 99.9 99.3 98.2 92.2 60.3 .2

603.00 435.7 60.7 59.4 51.9 34.0 19.0 .3

604.75 434.0 98.9 97.1 50.5 5.4 1.8 .1

605.75 433.1 99.9 99.9 99.4 48.9 6.8 .1

606 A 432.9 99.9 99.9 99.8 73.6 11.9 .1

606.00 432.9 99.9 99.5 48.9 2.4 .7 .1

606.50 432.4 99.9 99.9 99.5 56.8 8.0 .1

606.75 432.2 99.9 99.9 91.2 6.9 1.1 .1

607.50 431.5 99.9 99.9 99.3 80.1 31.8 .1

608.00 431.0 99.1 97.5 82.8 14.1 2.2 .1

608.25 430.8 98.9 97.2 81.7 9.2 1.6 .1

608.50 410.6 99.9 99.9 91.5 35.9 13.9 .1

609.00 430.1 99.9 99.9 99.4 43.0 7.5 .1

609.50 429.7 84.2 79.3 55.5 7.1 1.4 .1

810.00 429.2 99.2 98.6 83.9 10.9 1.5 .1

611.00 428.5 99.8 99.5 91.8 6.4 .9 .1

612.00 427.3 91.1 86.3 40.2 5.8 3.2 .1

612.25 427.0 99.6 99.3 91.2 19.2 4.8 .1

613.00 426.1 99.9 99.6 91.3 6.1 1.2 .1

614.00 NC 99.9 99.9 99.8 80.8 18.6 .2

614 A NC 99.9 99.9 99.1 81.1 65.4 1.3

615.00 NC 99.9 99.7 83.1 11.9 3.8 .2

617.00 NC 39.5 98.5 77.0 13.7 3.8 .1

619.00 NC 62.5 60.1 40.7 17.1 14.1 .5

620.00 NC 99.9 99.9 99.9 99.9 99.6 66.1

625.00 NC 85.5 72.1 24.8 1.5 .3 .1

628.00 421.6 99.9 99.9 98.6 95.0 79.1 .3

630.00 418.3 96.4 93.0 57.4 5.9 2.0 .1

631.00 417.0 99.9 99.9 95.9 22.0 3.7 .1

631 A 417.0 99.9 99.5 83.5 4.0 .6 .1

633.00 415.3 99.2 98.6 88.7 65.4 36.4 .2

633 A 415.3 97.2 94.0 49.2 2.1 .5 .1

635.00 412.3 99.9 99.8 84.5 4.6 1.1 .1

638.00 409.0 99.9 99.9 99.9 99.9 99.9 92.1

639.00 NC 99.9 99.9 89.3 30.1 10.8 .1

640.00 NC 99.9 99.9 99.6 98.8 95.8 .9

642.00 NC 99.9 99.9 99.5 97.9 90.9 .5

643.00 NC 99.9 99.9 99.9 99.9 99.6 84.8

647.00 NC 99.9 99.9 99.9 99.9 99.6 81.3

648.00 406.8 99.9 99.5 82.0 6.9 1.9 .1

650.00 405.1 99.9 99.7 96.3 54.2 19,7 .1

657.00 396.8 50.2 46.3 21.4 2.4 .9 .1

659.00 395.3 99.8 99.3 91.3 29.2 3.8 .1

659 A 395.3 99.9 99.4 82.1 9.2 1.7 .1

662.00 392.1 93.4 88.4 63.5 18.6 10.8 .4

666.00 NC 96.9 94.2 60.4 3.7 .8 .1

670.00 NC 55.4 52.8 32.5 2.9 1.0 .1

671.00 NC 99.5 99.1 94.4 14.6 1.8 .1

676.00 381.7 66.1 63.6 38.4 6.2 2.2 .1

683.00 374.5 94.7 88.2 51.7 9.8 3.3 .1

687.00 370.7 99.9 99.8 89.5 13.4 1.9 .1

689.00 368.7 99.9 99.9 96.6 69.1 29.8 .2

693.00 NC 99.6 98.7 88.1 23.5 5.0 .1

696.00 NC 99.9 99.9 97.5 13.8 1.7 .1

701.00 NC 95.7 92.8 27.2 1.1 .4 .1

708.50 360.7 96.0 94.2 51,7 4.6 .9 .1

709 )0 360.2 99.9 99.9 99.2 39.6 5.9 .1

710.00 359.2 99.9 99.9 99.4 71., 22.0 .1

710.75 358.5 77.0 69.7 32.1 .9 .2 .1

711.00 358.2 99.9 99.8 98.8 58.3 15.3 .1

712.25 357.0 83.6 82.8 59.8 2.1 .4 .1

713.00 356.2 99.9 99.8 94.6 14.6 1.8 .1

713 A 356.2 99.9 99.9 99.7 73.5 20.1 .1

715.75 353.2 99.9 99.6 95.3 47.6 14.0 .1

A26
1932 River 1989 River Mile below mile Above --- Percent finer than indicated size --- Cairo, 111. Head of Passes 2.0 m 1.0 = 0.5 0.250 - 0.125 m 0.062 -

716.25 352.7 81.9 80.2 61.4 10.4 3.2 .1

718.50 350.3 99.9 99.8 93.4 20.3 2.6 .1

720.00 348.7 98.3 97.5 81.7 11.3 2.2 .1

722.00 346.0 99.9 99.7 91.1 17.1 3.6 .1

723.50 NC 99.9 99.9 98.1 77.1 50.1 .2

725.50 NC 97.6 95.0 59.2 2.9 .8 .1

728.50 NC 99.9 99.9 99.6 98.4 86.8 .3

733.00 NC 97.5 95.3 81.0 20.4 5.4 .1

736.00 NC 99.9 99.9 98.3 28.0 6.7 .1

740.00 337.1 98.7 97.8 91.4 16.3 3.0 .1

742.00 335.4 94.3 85.9 34.9 3.6 1.4 .1

745.00 331.8 99.9 99.8 98.7 24.4 4.8 .1

749.00 326.5 95.3 88.3 36.2 1.3 .4 .1

752.00 323.5 99.9 99.9 99.8 96.5 58.0 .1

756.50 318.9 99.9 99.2 93.2 80.8 75.1 1.5

757.00 318.4 99.9 99.9 99.9 99.9 99.9 99.9

758.50 316.6 98.8 96.0 61.1 13.9 10.5 .3

759.50 315.6 99.9 99.9 99.6 39.3 4.8 .1

760.00 315.1 99.9 99.9 98.6 10.7 1.9 .1

760.25 314.8 99.9 99.9 99.8 91.7 37.0 .1

760.50 314.6 99.8 99.4 85.2 5.9 .8 .1

760.75 314.3 87.2 84.0 36.3 1.6 .5 .1

761.50 313.5 99.9 99.8 99.1 94.3 65.7 .2

763.00 312.0 99.9 99.8 99.5 99.1 91.1 .3

766.00 309.0 95.2 94.4 49.7 4.9 2.4 .1

767.00 308.3 99.9 99.9 97.7 20.7 3.9 .1

767.50 307.6 66.8 66.0 39.0 3.2 .7 .1

768.00 307.1 99.9 99.9 99.9 99.1 89.9 .4

770.00 304.6 92.2 90.6 75.9 18.7 6.7 .2

770.50 303.9 96.0 94.1 66.6 6.4 2.0 .1

771.00 303.2 98.6 98.2 78.2 7.6 2.3 .1

771.50 302.7 85.6 80.4 58.0 15.1 4.9 .1

773.50 300.4 99.9 99.8 98.0 86.0 65.5 .2

777.50 296.2 78.1 76.3 50.0 6.8 2.5 .1

785.75 288.0 98.6 98.0 81.1 23.1 7.1 .1

786.75 287.1 98.7 98.4 94.1 43.4 11.5 .1

787.00 286.9 96.8 95.7 79.6 13.4 2.6 .1

800.00 273.5 99.9 99.9 99.7 81.2 15.7 .1

807.00 266.3 99.3 98.4 77.5 16.1 7.0 .1

814.00 259.4 99.9 99.9 98.5 53.3 5.8 .1

826.50 246.2 99.9 99.9 99.8 80.4 14.0 .1

835.50 236.6 99.9 99.6 87.3 17.7 3.5 .1

838.00 234.2 99.9 99.9 99.9 99.9 99.5 82.7

840.50 231.4 99.9 99.9 98.7 22.8 3.3 .1

842.00 230.0 99.8 98.9 81.1 7.3 1.8 .1

847.50 224.8 99.9 99.8 98.7 18.6 3.0 .1

860.00 211.5 99.9 99.9 99.6 86.2 21.4 .1

861.00 210.5 99.9 99.9 99.7 40.7 4.4 .1

867.50 204.0 r9.9 99.8 99.7 86.8 31.5 .2

882.50 188.3 99.9 99.8 97.6 18.8 2.9 .1

896.00 174.8 99.9 99.9 99.2 22.6 3.5 .1

911.00 159.6 99.9 99.9 99.8 88.2 46.9 .6

917.00 153.2 99.9 99.9 99.9 84.2 25.4 .1

924.00 146.4 99.9 99.9 99.7 88.5 27.0 .1

937.00 133.6 99.9 99,9 99.9 90.2 43.0 .5

967.50 103.0 99.9 99.9 99.8 78.7 21.7 .1

968.50 102.0 99.9 99.9 99.9 99.0 75.4 .2

972.25 97.6 99.9 99.9 99.6 16.6 3.1 .1

977.00 93.0 99.9 99.9 99.9 99.3 98.9 96.8

979.50 90.6 99.9 99.9 99.8 59.2 16.1 .2

983.00 87.0 99.9 99.9 99.9 70.4 11.4 .1

986.75 83.5 99.9 99.9 99.4 74.7 49.0 30.0

990.25 79.8 99.9 99.9 99.7 40.7 8.9 .1

992.75 77.7 99.9 99.9 99.6 97.1 96.4 95.2

994.50 76.0 99.9 99.9 99.9 78.6 21.9 .1

997.75 72.3 99.9 99.9 99.7 98.4 97.3 89.9

999.50 70.7 99.9 99.9 99.4 94.2 62.8 .3

1001.50 68.7 99.9 99.9 99.9 99.9 99.9 98.0

1004.25 64.8 9S.9 99.9 99.9 P$ .4 26.1 .1

1007.00 63.0 99.9 99.9 99.8 89.. 55.2 .2

1010.00 60.0 99.9 99.9 99.9 99.5 95.8 .8

1014.25 55.3 99.9 99.9 99.9 94.2 54.7 .1

1017.25 52.6 99.9 99.9 99.9 96.9 65.1 .2

ial9.00 50.8 99.9 99.9 99.9 99.7 90.6 .2

1021.25 48.5 99.9 99.9 99.9 84.7 30.4 .2

1023.50 46.5 99.9 99.9 99.9 89.0 44.0 .1

1027.25 42.8 99.9 99.9 99.9 93.0 66.3 .6

1030.00 39.8 99.9 99.9 99.9 92.5 55.7 .2

1033.00 37.0 99.9 99.9 99.9 71.1 15.2 .2

1037.00 33.0 99.9 99.9 99.8 89.6 81.5 68.5

A27
1932 River 1989 River Mile below Mile Above --- Percent finer than indicated size --- Cairo, 111 Head of Passes 2,0j 1.0 m 0.5 0250m 0.125 -m 0.062

1040.75 29.0 99.9 99.9 99.9 95.8 54.5 .2

1044.00 25.7 99.9 99.9 99.7 91.5 42.0 .2

1047.50 22.3 99.9 99.9 99.8 85.7 49.6 .2

1050.00 19.6 99.9 99.9 99.9 98.0 78.7 .2

1052.50 18.0 99.9 99.9 99.8 98.7 83.3 .3

1057.00 12.6 99.9 99.9 99.7 98.9 95.5 39.1

1058.25 11.6 99.9 99.9 99.9 99.9 99.9 97.2

1060.00 9.7 99.9 99.9 99.9 99.9 99.9 99.0

1062.25 7.7 99.9 99.9 99.9 92.4 57.0 .2

1064.00 6.0 99.9 99.9 99.9 98.1 92.4 73.9

1065.50 4.1 99.9 99.9 99.9 98.6 82.8 .2

1066.00 3.6 99.9 99.9 99.9 99.8 94.0 .2

1066.75 2.8 99.9 99.9 99.8 98.0 93.4 69.9

1067.75 1.8 99.9 99.9 99.9 96.5 92.1 78.3

1069.00 0.5 99.9 99.9 99.9 99.9 99.9 99.5

1069.50 0.0 99.9 99.9 99.9 83.4 45.9 .3

A28
TABLE 11

COMPUTED STATISTICS FOR THE 1932 WES SAMPLES

1932 River 1989 River

Mile Below Mile Above Sorting Uniformity Mean Cairo, Ill. Head of Passes 116 (mm) 050 (nin) 084 (nn) Coefficient Modulus Diameter (mm)

2.00 953.8 0.46 1.21 4.57 3.20 0.15 2.38 6.00 950.0 0.01 0.06 0.11 4.88 -- -- 7.00 949.0 0.27 0.33 0.40 1.22 0.64 0.36 10.00 945,5 0.27 0.53 1.58 2.46 0.17 1.14 12.00 943.0 0.27 1.26 0.33 2.44 0.02 11.85 13.00 NC 0.38 0.55 0.90 1.54 0.14 1.70 13.00 A NC 0.38 0.82 15.16 10.35 0.03 8.79 14.00 NC 0.16 0.20 0.24 1.23 0.67 0.21 16.50 NC 0.06 0.95 16.79 16.48 0.01 7.77 19.25 NC 0.41 0.76 3.81 3.43 0.13 2.10 19.50 939.0 0.28 0.51 2.34 3.22 0.10 1.78 21.00 937.4 0.15 0.28 0.56 1.95 0.27 0.39 22.50 935.5 0.67 8.66 17.70 7.49 0.12 12.73 23.50 NC 0.41 0.65 8.77 7.57 0.07 3.54 25.00 NC 0.21 0.58 4.03 4.89 0.07 2.01 27.00 930.7 0.59 1.58 5.59 3.10 0.13 3.55 29.50 927.9 0.47 0.63 0.83 1.32 0.54 0.71 31.00 926.8 0.53 0.77 1.45 1.67 0.36 1.09 32.00 926.4 0.32 0.48 0.89 1.67 0.28 0.80 35.00 922.7 0.19 0.37 0.68 1.91 0.24 0.58 37.50 921.1 0.38 1.51 13.67 6.50 0.06 6.48 38.50 920.2 8.37 20.54 0.00 1.23 0.39 23.16 41.00 917.8 0.38 0.59 1.27 1.84 0.21 1.24 43.00 915.4 0.34 0.54 1.24 1.95 0.25 0.92 44.00 NC 0.27 0.34 0.41 1.24 0.65 0.36 44.25 NC 0.30 0.36 0.46 1.24 0.55 0.43 48.50 NC 0.23 0.36 0.65 1.70 0.39 0.45 51.00 910.0 0.34 0.56 0.93 1.66 0.36 0.73 55.50 905.7 0.33 0.48 0.77 1.54 0.30 0.79 56.00 905.1 0.19 0.27 0.50 1.65 0.35 0.39 56.25 904.8 0.22 0.34 0.49 1.48 0.48 0.39 60.00 901.4 0.35 0.82 5.79 4.72 0.09 2.70 61.00 900.4 0.20 0.26 0.37 1.37 0.22 0.59 65.00 896.0 0.52 2.23 8.25 4.00 0.12 4.14 70.00 890.5 0.39 0.58 1.17 1.75 0.30 0.93 71.00 889.4 0.46 1.61 14.25 6.17 0.06 5.88 72.50 888.0 0.37 0.64 2.03 2.46 0.14 1.69 76.50 884.2 0.56 0.89 1.88 1.86 0.32 1.29 78.00 882.7 0.44 0.60 1.14 1.64 0.32 0.96 80.00 881.0 0.50 0.88 1.96 1.99 0.26 1.41 81.00 878.5 0.37 0.53 0.90 1.57 0.33 0.80 87.00 873.0 0.33 0.46 0.71 1.47 0.44 0.58 88.50 871.3 0.36 0.59 1.03 1.68 0.34 0.81 91.00 868.0 0.49 1.32 13.84 6.61 0.06 5.69 92.00 867.0 0.48 0,67 1.01 1.46 0.45 0.83 94.00 864.8 0.47 0.67 1.12 1.56 0.39 0.88 98.00 860.0 1.55 15,12 20.45 5.57 0.27 20.03 100.50 858.0 0.24 0.31 0.38 1.26 0.62 0.33 102.00 856.6 0.39 0.99 7.12 4.84 0.07 4.13 106.00 851.7 0.42 0.66 1.39 1.83 0.17 1.63 106.50 851.0 0.33 0.68 2.59 2.94 0.16 1.47 108.00 850.0 0.47 0.68 1.29 1.68 0.32 1.04 113.00 845.5 0.59 0.94 3.22 2.51 0.18 2.15 115.50 843.0 0.37 3.87 16.11 7.28 0.05 8.71 124.00 833.6 0.28 0.52 1.06 1.95 0.27 0.79 128.00 829.5 0.30 0.47 0.68 1.50 0.46 0.55 131.50 826.0 0.37 0.51 0.75 1.42 0.44 0.65 137.00 819.5 0.46 1.68 13.64 5.89 0.06 6.05 138.00 817.2 0.40 0.56 0.94 1.54 0.38 0.78 141.50 813.0 0.53 1.01 5.13 3.49 0.11 3.16 142.00 811.5 0.47 0.72 1.57 1.85 0.19 1.61 144.00 808.9 0.38 1.83 6.49 4.21 0.13 3.31 146.00 806.0 0.39 0.54 0.75 1.38 0.53 0.60 150.50 800.4 0.38 0.64 1.27 1.82 0.31 0.94 155.25 795.5 0.36 0.76 5.95 4.95 0.08 3.21 159.50 791.5 0.38 0.71 1.69 2.13 0.26 1.12 160.50 790.3 0.43 0.62 1.20 1.69 0.29 1.01 161.50 789.2 0.37 0.57 1.35 1.94 0.28 0.95 163.75 787.9 0.39 0.55 0.88 1.S1 0.23 1.14 170.75 780.9 0.37 0.54 0.90 1.57 0.28 0.92 172.50 780.0 0.39 0.64 1.14 1.71 0.34 0.89 176.00 775.6 0.24 0.33 0.42 1.31 0.62 0.34 178.50 NC 0.48 0.69 1.35 1.71 0.21 1.48 181.75 772.5 0.48 0.84 2.88 2.59 0.20 1.65

A29
1932 River 1989 River

Nile Below Mile Above Sorting Uniformity Mean

Cairo. 111. Head of Passes 016 (mm 050 (m) D84 (m) Coefficient Modulus Diameter (mm)

182.75 771.3 0.07 0.45 0.85 4.32 0.16 0.56

186.50 767.9 0.34 0.53 20.58 20.0 0.02 8.09

194.00 NC 0.50 0.69 1.17 1.54 0.25 1.31

195.00 NC 0.39 0.59 1.05 1.65 0.33 0.88

200.00 757.0 0.27 0.43 0.71 1.63 0.39 0.55

201.50 755.3 0.50 0.75 6.34 4.99 0.11 2.78

205.00 NC 0.48 0.67 1.12 1.53 0.38 0.94

209.00 NC 0.46 0.83 7.03 5.12 0.09 3.21

210.75 NC 0.42 0.54 0.72 1.31 0.57 0.59

215.50 746.9 0.38 0.56 0.80 1.44 0.40 0.73

219.25 742.6 0.28 0.36 0.45 1.28 0.64 0.37

221.50 739.5 0.17 0.30 0.79 2.19 0.14 0.81

225.00 736.5 0.32 0.45 0.55 1.33 0.55 0.50

229.00 734.0 0.32 0.41 0.51 1.26 0.63 0.43

230.00 732.8 0.39 0.54 6.43 6.66 0.07 3.33

231.00 731.7 0.36 0.46 0.57 1.26 0.63 0.49

236.75 725.9 0.30 0.36 0.44 1.22 0.67 0.38

241.00 721.6 0.36 0.47 0.62 1.31 0.54 0.54

243.00 719.7 0.30 0.49 0.75 1.58 0.33 0.72

244.00 719.0 0.7 0.53 0.81 1.49 0.44 0.66

247.50 715.9 0.35 0.46 0.60 1.31 0.57 0.51

249.75 714.0 0.28 0.39 0.47 1.30 0.61 0.40

250.50 712.8 0.26 0.35 0.46 1.33 0.60 0.37

251.00 712.0 0.27 0.45 0.80 1.71 0.37 0.58

251.75 711.2 0.43 9.27 18.46 11.82 0.06 12.96

252.25 710.5 0.43 0.61 1.12 1.63 0.28 1.06

252.50 710.0 0.44 0.64 1.21 1.67 0.25 1.19

253.25 709.5 0.28 0.37 0.49 1.33 0,58 0.41

254.00 708.7 0.26 0.34 0.44 1.29 0.62 0.36

254.13 708.6 0.29 0.57 1.03 1.88 0.30 0.81

254.25 708.5 0.34 0.82 4.68 4.05 0.09 2.68

254.50 708.2 0.22 0.51 1.86 2.98 0.07 2.21

254.75 A 707.9 0.60 0.93 1.85 1.77 0.32 1.36

254.75 B 707.9 0.26 0.44 0.81 1.75 0.28 0.69

255.00 707.6 0.40 0.58 0.96 1.55 0.18 1.42

255.50 706.9 0.36 0.52 0.78 1.48 0.40 0.69

255.75 A 706.6 0.34 0.48 0.65 1.37 0.54 0.53

255.75 8 706.6 0.49 0.72 2.02 2.15 0.16 1.88

256.25 706.0 0.33 0.51 0.89 1.64 0.16 1.35

256.50 705.3 0.45 0.77 1.11 1.59 0.46 0.84

258.00 704.2 0.34 0.51 0.69 1.43 0.41 0.65

259.00 703.3 0.32 0.48 0.92 1.71 0.24 0.90

260.25 701.9 0.29 0.51 0.76 1.64 0.45 0.58

261.50 700.7 0.25 0.37 0.53 1.46 0.3• 0.48

263.25 698.9 0.40 0.55 0.96 1.56 0.40 0.74

264.50 697.5 0.28 0.49 0.82 1.73 0.27 0.78

266.00 696.0 0.36 0.56 3.41 3.82 0.09 2.54

266.50 695.5 0.41 0.62 1.27 1.77 0.26 1.09

267.00 695.0 0.07 0.49 1.44 5.21 0.04 1.73

269.50 691.9 0.27 0.36 0.52 1.40 0.53 0.41

270.50 690.3 0.34 0.50 0.69 1.44 0.54 0.55

271.50 689.3 0.38 0.54 0.88 1.53 0.26 1.01

272.50 688.6 0.25 0.34 0.46 1.35 0.48 0.42

272.75 688.0 0.40 0.53 0.77 1.38 0.20 1.25

273.00 687.5 0.07 0.23 0.38 2.46 0.30 0.24

273.00 A 687.5 0.35 0.55 1.28 1.94 0.26 0.96

273.75 686.4 0.06 0.44 3.14 7.10 0.02 1.92

277.50 681.6 0.26 0.40 0.58 1.48 0.47 0.45

280.75 NC 0.37 0.63 1.28 1.88 0.32 0.89

281.50 NC 0.37 0.51 0.82 1.49 0.28 0.92

283.50 NC 3.35 0.52 0.73 1.45 0.47 0.60

286.75 NC 0.62 0.81 1.06 1.31 0.55 0.90

287.25 NC 0.34 0.47 0.61 1 33 0.54 0.52

289.25 NC 0.33 0.45 0.60 1.35 0.53 0.51

292 50 NC 0.42 0.56 0.79 1.38 0.50 0.66

293.00 NC 0.55 18.60 0.58 17.05 0.24 21.66

293.75 677.0 0.43 0.66 4.14 3.90 0.09 2.79

296.00 674.0 0.19 0.35 0.68 1.92 0.33 0,44

298.50 672.5 0.34 0.50 0.80 1.54 0.36 0.71

300.00 670.0 0.49 0.66 1.01 1.44 0.49 0.79

300.75 669.2 0.39 0.54 0.86 1.49 0.35 0.81

301.50 668.4 0.34 0.53 0.97 1.70 0.25 0.94

302.75 667.1 0.35 0.47 0.60 1.32 0.59 0.50

303.25 NC 0.29 0.36 0.45 1.25 0.63 0.39

303.50 NC 0.26 0.33 0.40 1.24 0.64 0.35

303.75 NC 0.42 0.56 0.81 1.39 0.30 0.96

304.00 666.9 0.15 0.20 0.24 1.27 0.65 0.21

A30
1932 River 1989 River

Nile Below Nile Above Sorting Uniformity Mean

Cairo, Ill. Head of Passes D16 (n) D50 (m) D84 (m) Coefficient Modulus Diameter (mm)

306.75 663.7 0.45 0.53 0.65 1.20 0.69 0.55

310.00 660.3 0.21 0.27 0.38 1.34 0.42 0.38

310.75 659.4 0.38 0.54 0.90 1.53 0.28 0.95

313.75 656.7 0.28 0.39 0.57 1.43 0.50 0.45

314.25 656.4 0.26 0.33 0.41 1.26 0.64 0.35

316.25 654.2 0.44 0.55 0.72 1.28 0.48 0.68

317.50 653.0 0.27 0.36 0.51 1.37 0.36 0.55

321.50 649.0 0.34 0.51 0.73 1.47 0.49 0.58

324.50 646.0 0.30 0.49 0.92 1.77 0.28 0.77

329.50 640.6 0.90 5.92 12.94 4.39 0.21 6.95

330.00 640.1 0.45 0.55 0.68 1.22 0.67 0.58

331.00 639.0 0.37 0.46 0.55 1.23 0.67 0.48

332.00 637.8 0.23 0.29 0.43 1.36 0.54 0.34

333.50 635.8 0.19 0.48 0.73 2.05 0.36 0.55

337.00 632.1 0.51 0.70 1.19 1.54 0.37 1.01

338.75 630.2 0.21 0.25 0.29 1.17 0.61 0.28

339.50 629.3 0.25 0.30 0.39 1.26 0.58 0.34

342.75 NC 0.22 0.31 0.42 1.39 0.55 0.33

344.00 NC 0.21 0.25 0.29 1.17 0.69 0.26

348.00 625.8 0.35 0.99 2.64 2.76 0.18 1.62

349.00 NC 0.25 0.35 0.54 1.48 0.38 0.49

350.00 NC 0.42 6.11 12.29 8.24 0.16 6.71

351.00 NC 0.31 0.39 0.48 1.24 0.65 0.41

352.25 NC 0.42 0.52 0.69 1.27 0.53 0.62

352.50 NC 0.25 0.30 0.38 1.25 0.64 0.32

353.00 NC 0.31 0.42 0.59 1.36 0.49 0.50

356.00 NC 0.46 0.62 0.87 1.37 0.35 0.93

357.50 NC 0.43 0.63 2.87 3.01 0.14 1.94

359.00 NC 0.23 0.28 0.42 1.37 0.37 0.43

360.75 624.1 0.29 0.88 6.25 5.05 0.08 2.98

362.50 622.0 0.29 0.45 0.64 1.48 0.48 0.51

363.25 621.5 0.21 0.27 0.40 1.40 0.56 0.30

366.50 618.0 0.27 0.35 0.45 1.30 0.58 0.39

371.75 613.0 0.27 0.44 0.62 1.52 0.45 0.51

372.00 612.4 0.16 0.23 0.40 1.62 0.44 0.28

372.75 611.5 0.07 0.35 0.53 3.27 0.16 0.57

375.00 608.9 0.21 0.44 0.72 1.88 0.09 1.72

376.75 607.1 0.25 0.51 2.43 3.42 0.13 1.29

378.50 605.0 0.19 0.27 0.35 1.36 0.57 0.29

381.00 R03.4 0.29 0.49 0.97 1.84 0.24 0.86

382.00 NC 0.16 0.24 0.36 1.50 0.50 0.27

390.50 593.1 0.15 0.20 0.28 1.38 0.38 0.29

391.50 591.3 0.15 0.20 0.33 1.49 0.50 0.25

393.00 590.5 C 15 0.24 0.34 1.51 0.51 0.26

394.00 590.0 0.43 1.04 3.86 3.07 0.14 2.14

395.00 589.0 0.33 0.46 0.62 1.37 0.52 0.50

396.00 587.2 0.32 0.47 0.63 1.40 0.52 0.49

396.25 586.9 0.47 0.75 2.80 2.67 0.15 1.96

397.00 586.3 0.40 15.86 21.12 20.74 0.32 21.42

397.25 586.0 0.14 0.18 0.23 1.29 0.54 0.22

397.50 585.5 0.22 0.29 0.38 1.31 0.61 0.31

397.5 A 585.5 0.32 0.41 0.58 1.35 0.35 0.65

398.00 585.1 0.40 0.50 0.61 1.24 0.52 0.60

398.25 N/A 0.09 0.23 0.40 2.20 0.33 0.26

398.50 585.0 0.32 0.40 0.51 1.27 0.63 0.42

399.00 584.8 0.18 0 23 0.29 1.28 0.61 0.26

399.75 584.0 0.17 0.22 0.26 1.25 0.64 0.23

401.00 581.6 0.15 0.24 0.60 2.04 0.27 0.40

401.50 581.3 0.49 14.35 19.74 15.30 0.21 16.67

d02.00 580.7 0.92 6.12 15.18 4.56 0.17 8.42

403.00 579.9 9.23 16.70 21.86 1.56 0.46 23.77

404.00 576.3 0.35 0.47 0.80 1.53 0.21 1.05

404.50 NC 0.26 0.31 0.37 1.19 0.69 0.32

406.00 NC 0.17 0.24 0.31 1.34 0.59 0.26

407.50 NC 0.01 0.01 0.04 2.98 -- -- 410.00 NC 0.23 0.27 0.33 1.21 0.63 0.29

411.50 NC 0.4C 1.52 16.06 7.18 0,03 7.86

412.50 NC 0.50 1.56 14.14 6.08 0.06 6.54

413.50 NC 0.26 0.43 0.90 1.88 0.25 0.75

416.00 NC 0.34 0.45 0.55 1.27 0.60 0.48

419.00 NC 0.25 0.34 0.46 1.37 0.41 0.46

420.00 NC 0.30 0.39 0.49 1.29 0.61 0.41

423.00 NC 0.20 0.30 0.48 1.54 0.41 0.38

424.50 NC 0.01 0.01 0.06 4.38 -- -- 425.50 571.2 0.42 0.65 10.08 8.58 0.06 4.20

426.50 568.3 0.01 0.02 0.11 4.43 -- -- 428.00 566.9 0.31 0.42 0.51 1.29 0.58 0,43

A31
1932 River 1989 River

Nile Below Mile Above Sorting Uniformity Mean

Cairo, 111. Head of Passes 016 () 050 "M 084 (i) Coefficient Modulus Diameter (nn)

429.50 565.4 0.33 0.47 0.58 1.33 0.52 0.53

429.75 565.1 0.23 0.31 0.40 1.32 0.49 0.37

430.50 564.5 4.20 11.81 18.11 2.17 0.37 12.19

431.50 563.5 0.44 0.59 0.95 1.48 0.39 0.81

433.00 A 560.4 0.19 0.29 0.37 1.42 0.54 0.29

433.00 8 560.4 0.36 0.49 1.93 2.65 0.06 3.28

433.50 559.8 0.31 0.48 1.41 2.24 0.15 1.29

435.50 557.0 0.22 0.32 0.43 1.39 0.51 0.34

436.75 NC 0.16 0.23 0.33 1.43 0.52 0.25

438.50 NC 0.19 0.30 0.41 1.48 0.45 0.34

439.50 554.5 0.07 0.28 0.42 2.66 0.35 0.29

441.00 553.1 0.07 0.21 0.46 2.59 0.06 0.79

441.50 552.2 0.33 0.46 0.66 1.42 0.47 0.54

442.50 551.8 0.33 0.39 0.47 1.19 0.68 0.41

443.50 549.7 0.26 0.31 0.37 1.19 0.69 0.32

447.50 NC 0.45 0.80 2.60 2.51 0.11 2.48

449.00 NC 0.22 0.32 0.51 1.52 0.42 0.40

451.50 NC 0.00 0.00 0.02 3.65 -- -.

452.50 NC 0.35 0.43 0.51 1.20 0.67 0.45

454.00 NC 0.00 0.00 0.02 3.54 -- --

454.50 NC 0.70 5.33 12.71 4.98 0.18 6.62

455.50 NC 0.33 0.41 0.50 1.23 0.65 0.43

456.50 548.2 0.27 0.36 0.48 1.33 0.55 0.41

457.50 547.3 0.36 0.54 1.03 1.70 0.31 0.85

459.00 546.0 0.50 4.71 18.09 6.63 0.04 10.25

459.25 545.5 0.19 0.42 0.90 2.15 0.22 0.70

460.50 544.4 0.27 0.56 1.00 1.92 0.33 0.70

461.50 543.6 0.32 0.47 0.59 1.37 0.60 0.48

462.00 NC 0.44 1.50 15.18 6.78 0.05 6.36

464.00 NC 0.37 0.49 0.71 1.38 0.44 0.65

464.25 NC 0.27 0.35 0.49 1.35 0.54 0.40

465.50 NC 0.26 0.36 0.56 1.49 0.30 0.60

466.00 NC 0.23 0.29 0.36 1.24 0.65 0.31

466.50 NC 0.20 0.26 0.35 1.32 0.54 0.31

468.00 NC 0.18 0.40 0.73 2.01 0.28 0.51

469.50 NC 0.16 0.77 2.17 3.76 0.14 1.10

470.50 NC 0.43 0.51 0.62 1.21 0.41 0.74

472.50 540.0 0.57 0.77 1.03 1.35 0.50 0.90

474.00 NC 0.38 0.48 0.59 1.25 0.64 0.51

475.00 NC 0.33 0.43 0.53 1,25 0.65 0.45

475.75 NC 0.30 0.37 0.52 1.32 0.07 2.28

476.25 NC 0.31 0.37 0.45 1.20 0.68 0.39

477.50 NC 0.22 0.28 0.57 1.65 0.36 0.43

479.75 NC 0.29 0.39 0.53 1.37 0.33 0.60

481.00 NC 0.21 0.27 0.34 1.27 0.62 0.28

481.25 NC 0.38 4.59 16.22 7.74 0.05 8.78

481.75 NC 0.28 0.56 14.65 14.10 0.04 5.55

482.00 NC 0.23 0.28 0.34 1.21 0.67 0.30

483.00 NC 0.27 0.36 0.48 1.33 0.60 0.39

484.00 538.6 0.29 0.40 0.51 1.31 0.60 0.41

484.25 538.4 6.97 9.90 14.32 1.43 0.58 10.79

484.75 537.9 0.74 1.56 4.45 2.48 0.21 2.64

485.25 A 537.4 0.39 0.51 0.67 1.32 0.59 0.55

485.25 B 537.4 1.67 7.47 12.80 3.09 0.27 8.43

486.00 536.7 0.30 0.45 0.58 1.39 0.54 0.48

487.00 535.8 0.20 0.51 0.75 2.01 0.36 0.60

488.50 A 534.4 0.23 0.29 0.35 1.23 0.65 0.30

488.50 B 534.4 0.37 0.50 0.69 1.38 0.55 0.56

489.00 534.1 0.27 0.37 0.51 1.36 0.51 0.43

489.25 533.9 0.00 0.02 0.08 5.26 -- --

489.50 533.7 0.24 0.29 0.37 1.24 0.60 0.32

489.75 533.6 0.34 0.47 0.97 1.72 0.10 1.99

490.00 533.4 0.23 0.27 0.33 1.21 0.67 0.29

490.50 A 532.8 0.25 0.33 0.43 1.31 0.61 0.35

490.50 B 532.8 0.32 0.43 0.68 1.47 0.21 0.97

491.00 532.1 0.25 0.30 0.38 1.24 0.60 0.33

491.25 531.8 0.25 0.30 0.37 1.24 0.64 0.32

492.50 530.4 0.15 0.20 0.37 1.59 0.41 0.29

493.50 529.4 0.62 3.15 14.18 4.78 0.10 6.47

494.00 528.9 0.50 3.01 15.76 5.63 0.06 6.82

494.50 528.4 0.34 0.43 0.54 1.27 0.27 0.83

496.00 526.0 0.25 0.33 0.40 1.26 0.64 0.34

497.00 525.9 0.24 0.38 0.78 1.83 0.30 0.58

498.75 524.4 0.16 0.24 0.34 1.47 0.48 0.27

500.00 523.0 0.39 0.54 1.01 1.63 0.35 0.80

501.50 521.4 0.37 3.60 16.52 7.15 0.05 8.80

502.00 520.9 0.34 0.47 0.62 1.36 0.56 0.51

A32
1932 River 1989 River

Nile Below Mile Above Sorting Uniformity Mean

Cairo, ll1. Head of Passes 016 (w) 050 (m) 084 (m) Coefficient Modulus Diameter (nun)

503.50 519.0 0.27 0.39 0.56 1.44 0.47 0.46

505.50 516.3 0.22 0.36 0.73 1.83 0.38 0.45

507.00 NC 0.23 0.31 0.43 1.36 0.57 0.34

508.75 NC 0.33 0.49 0.71 1.48 0.47 0.57

510.50 NC 0.32 0.40 0.51 1.27 0.55 0.46

512.25 NC 0.16 0.25 0.37 1.54 0.51 0.27

513.00 513.0 0.14 0.24 0.30 1.46 0.63 0.25

514.00 511.6 16.86 20.61 25.19 1.22 0.68 27.60

514.50 511.2 0.29 0.40 16.51 21.10 0.02 7.19

515.00 510.8 0.28 0.36 0.53 1.38 0.44 0.48

517.00 508.8 0.18 0.29 0.61 1.84 0.11 1.02

518.00 507.6 0.36 0.56 1.12 1.77 0.21 1.18

519.50 NC 0.36 0.57 1.83 2.39 0.13 1.76

520.50 NC 0.27 0.35 0.45 1.31 0.62 0.37

521.75 NC 0.24 0.28 0.37 1.25 0.56 0.33

522.50 NC 0.27 0.37 0.50 1.37 0.55 0.40

523.50 NC 0.11 0.18 0.38 1.89 0.31 0.25

526.00 NC 0.21 0.35 0.49 1.54 0.42 0.43

526.75 NC 0.21 0.25 0.30 1.20 0.62 0.28

527.25 NC 0.21 0.24 0.28 1.17 0.71 0.26

528.00 NC 0.22 0.26 0.31 1.19 0.65 0.28

530.00 499.8 0.24 0.30 0.37 1.24 0.65 0.31

530.50 499.6 0.20 0.26 0.36 1.35 0.59 0.28

532.00 497.7 0.19 0.23 0.28 1.21 0.69 0.25

533.50 496.5 0.22 0.30 0.46 1.46 0.44 0.38

536.00 494.1 0.31 0.45 0.67 1.47 r.47 0.53

537.00 492.9 0.31 0.61 13.34 11.98 3.04 5.64

537.50 492.3 0.33 0.45 0.58 1.33 0.58 0.48

538.50 491.0 0.31 0.44 0.62 1.41 0.42 0.56

538.75 490.7 0.35 0.48 0.79 1.51 0.13 1.62

539.00 A 490.4 0.35 0.47 0.73 1.46 0.35 0.71

539.00 8 490.4 0.21 0.27 0.35 1.31 0.61 0.29

539.25 490.0 0.21 0.28 0.36 1.32 0.60 0.29

539.75 489.4 0.13 0.17 0.23 1.32 0.54 0.21

540.00 489.1 0.32 0.43 0.56 1.31 0.57 0.47

540.25 488.8 0.36 0.49 1.07 1.77 0.12 1.73

540.25 A 488.8 0.41 0.55 0.85 1.45 0.34 0.85

541.25 487.5 0.20 0.24 0.29 1.21 0.69 0.25

541.50 487.5 0.13 0.24 0.31 1.54 0.53 0.24

543.75 485.8 0.30 0.39 0.48 1.27 0.63 0.40

546.25 483.4 0.32 0.39 0.47 1.22 0.66 0.41

548.00 480.7 0.24 0.36 0.71 1.74 0.20 0.77

548.50 480.2 1.13 15.06 20.40 7.35 0.30 17.25

549.00 479.6 0.32 0.47 1.31 2.13 0.13 1.47

549.50 479.1 0.25 0.33 0.40 1.28 0.64 0.34

551.00 477.5 0.42 0.63 1.99 2.33 0.17 1.59

554.00 474.3 0.40 0.51 0.64 1.27 0.61 0.53

555.00 473.2 0.49 0.67 12.79 10.25 0.05 4.98

556.00 472.5 0.19 0.27 0.46 1.56 0.44 0.34

558.50 470.6 0.20 0.35 0.52 1.60 0.43 0.41

560.00 469.1 0.23 0.30 0.49 1.46 0.47 0.38

560.50 468.6 0.25 0.33 0.48 1.39 0.43 0.43

563.50 465.6 0.31 0.47 0.68 1.43 0.49 0.52

565.00 NC 0.41 0.56 1.10 1.67 0.18 1.40

566.50 NC 0.31 0.39 0.51 1.29 0.56 0.44

568.00 NC 0.37 0.58 1.57 2.14 0.24 1.07

569.50 NC 0.26 0.33 0.41 1.24 0.29 0.60

570.75 NC 0.00 0.02 0.06 4.54 -- --

572.50 NC 0.27 0.40 0.51 1.38 0.57 0.41

573.50 NC 0.40 0.55 4.37 4.65 0.10 2.30

575.00 NC 15.28 19.14 23.97 1.25 0.73 22.53

575.50 NC 0.81 15.27 20.59 10.12 0.28 17.83

577.00 NC 0.41 0.57 1.14 1.70 0.22 1.23

578.00 460.0 0.27 0.38 0.51 1.38 0.56 0.40

579.00 458.9 0.25 0.35 0.53 1.44 0.44 0.44

580.00 458.1 0.30 0.45 0.56 1.37 0.50 0.49

581.00 457.0 0.51 10.05 18.12 10.68 0.13 12.41

r81.75 455.8 0.33 0.50 0.67 1.42 0.54 0.52

583.00 454.8 0.46 0.76 15.46 10.99 0.04 6.69

583.50 454.0 0.43 0.59 1.63 2.07 0.08 3.16

586.25 451.0 0.32 0.44 0.70 1.48 0.17 1.15

586.75 NC 0.35 0.50 0.78 1.49 0.33 0.75

588.00 NC 0.46 0.81 16.31 11.00 0.04 7.61

589.00 NC 0.30 0.39 0.50 1.29 0.61 0.41

590.00 NC 0.00 0.01 0.05 3.88 -- --

591.00 NC 0.27 0.37 0.52 1.39 0.45 0.47

593.00 NC 0.24 0.32 0.50 1.45 0.47 0.39

A33
1932 River 1989 River

Mile Below Mile Above Sorting Uniformity Mean

Cairo, Ill. Head of Passes 016 (w) D50 (mu) 84_(m) Coefficient Modulus Diameter (mm)

595.00 444.1 0.32 0.48 0.79 1.56 0.38 0.65

595.25 443.8 0.21 0.30 0.44 1.44 0.10 1.27

595.50 443.6 0.47 0.88 15.42 9.69 0.03 8.61

595.50 A 443.6 0.14 0.20 0.25 1.32 0.04 2.07

595.75 443.3 0.57 15.72 21.00 14.43 0.33 20.14

595.75 A 443.3 0.12 0.16 0.21 1.31 0.63 0.18

596.25 442.8 0.37 0.62 15.55 13.39 0.03 6.29

596.50 442.5 14.54 18.43 23.37 1.27 0.67 18.49

596.50 A 442.5 0.38 0.52 0.77 1.42 0.47 0.64

596.75 442.3 0.26 0.33 0.41 1.26 0.63 0.35

597.00 442.0 0.24 0.47 15.76 17.88 0.02 6.13

597.00 A 442.0 0.14 0.17 0.21 1.26 0.69 0.19

597.50 441.5 0.51 0.74 1.61 1.82 0.31 1.17

597.50 A 441.5 0.26 0.34 0.44 1.31 0.61 0.36

598.00 441.0 0.18 0.23 0.29 1.29 0.61 0.25

598.25 440.7 0.47 0.71 5.83 4.86 0.08 3.66

598.50 440.4 0.38 0.50 0.75 1.40 0.16 1.45

598.50 A 440.4 0.16 0.21 0.30 1.37 0.57 0.24

599.00 439.9 0.29 0.42 0.82 1.69 0.12 1.48

599.00 A 439.9 0.15 0.19 0.25 1.27 0.64 0.21

599.50 439.4 0.43 0.58 1.18 1.69 0.34 0.90

599.50 A 439.4 0.26 0.38 0.51 1.40 0.56 0.40

599.75 439.1 0.14 0.32 0.55 2.00 0.30 0.37

600.00 438.9 0.30 0.40 0.53 1.32 0.57 0.44

600.00 A 438.9 0.31 0.41 0.52 1.30 0.59 0.44

600.50 438.3 0.21 0.26 0.33 1.26 0.65 0.28

601.60 437.2 0.21 0.25 0.30 1.20 0.67 0.26

601.75 437.0 0.22 0.27 0.38 1.32 0.59 0.30

602.50 436.2 0.13 0.16 0.21 1.27 0.58 0.19

603.00 435.7 0.16 0.46 16.55 19.45 0.01 10.06

604.75 434.0 0.35 0.50 0.67 1.38 0.51 0.57

605.75 433.1 0.21 0.25 0.29 1.19 0.69 0.26

606.00 A 432.9 0.18 0.22 0.26 1.19 0.71 0.23

606.00 432.9 0.40 0.50 0.62 1.25 0.65 0.52

606.50 432.4 0.20 0.24 0.28 1.19 0.71 0.25

606.75 432.2 0.28 0.36 0.46 1.27 0.64 0.38

607.50 431.5 0.15 0.20 0.26 1.30 0.61 0.21

608.00 431.0 0.25 0.34 0.51 1.43 0.47 0.41

608.25 430.8 0.27 0.37 0.52 1.37 0.50 0.44

608.50 430.6 0.18 0.30 0.45 1.59 0.47 0.32

609.00 430.1 0.20 0.26 0.32 1.26 0.65 0.27

60C.S0 429.7 0.29 0.46 1.98 2.94 0.09 2.06

610.0A 429.2 0.26 0.35 0.50 1.39 0.49 0.42

611.00 428.5 0.28 0.35 0.44 1.25 0.64 0.38

612.00 427.3 0.38 0.54 0.85 1.50 0.24 1.06

612.25 427.0 0.23 0.33 0.45 1.38 0.53 0.37

613.00 426.1 0.30 0.40 0.47 1.25 0.60 0.42

614.00 NC 0.16 0.22 0.25 1.25 0.67 0.23

614.00 A NC 0.06 0.08 0.26 2.23 0.16 0.14

615.00 NC 0.27 0.38 0.51 1.38 0.56 0.40

617.00 NC 0.26 0.39 0.54 1.46 0.50 0.43

619.00 NC 0.22 0.58 13.48 12.94 0.03 5.31

620.00 NC 0.00 0.01 0.09 5.36 -- --

625.00 NC 0.44 0.68 1.76 2.07 0.19 1.54

628.00 421.6 0.11 0.14 0.18 1.28 0.56 0.16

630.00 418.3 0.32 0.46 0.71 1.49 0.34 0.69

631.00 417.0 0.23 0.29 0.39 1.30 0.60 0.32

631.00 A 417.0 0.31 0.39 0.50 1.28 0.62 0.42

633.00 415.3 0.14 0.19 0.44 1.84 0.32 0.30

633.00 A 415.3 0.38 0.50 0.70 1.36 0.44 0.66

635.00 412.3 0.32 0.40 0.50 1.26 0.64 0.42

638.00 409.0 0.00 0.01 0.03 3.03 -- --

639.00 NC 0.19 0.32 0.46 1.55 0.48 0.34

640.00 NC 0.07 0.09 0.13 1.38 0.44 0.09

642.00 NC 0.08 0.12 0.16 1.40 0.50 0.12

643.00 NC 0.01 0.01 0.05 3.46 -- --

647.00 NC 0.00 0.01 0.06 4.60 -- --

648.00 406.8 0.30 0.39 0.51 1.31 0.59 0.42

650.00 405.1 0.16 0.24 0.35 1.46 0.51 0.27

657.00 396.8 0.44 1.86 15.67 6.35 0.04 7.97

659.00 395.3 0.22 0.27 0.42 1.38 0.55 0.32

659.00 A 395.3 0.27 0.38 0.51 1.38 0.56 0.41

662.00 392.1 0.23 0.42 0.77 1.83 0.25 0.64

666.00 NC 0.33 0.46 0.66 1.41 0.38 0.64

670.00 NC 0.38 0.76 16.66 11.92 0.03 8.48

671.00 NC 0.25 0.32 0.40 1.27 0.58 0.35

676.00 381.7 0.34 0.58 14.65 13.48 0.04 5.56

A34
1932 River 1989 River

Nile Below Mile Above Sorting Uniformity Mean

Cairo, I11. Head of Passes 016 (w) DSO(n) D84 (m) Coefficient Modulus Diameter (nm)

683.00 374.5 0.30 0.49 0.82 1.66 0.30 0.73

687.00 370.7 0.25 0.34 0.46 1.35 0.57 0.37

689.00 368.7 0.15 0.21 0.29 1.41 0.53 0.24

693.00 NC 0.22 0.32 0.47 1.45 0.49 0.37

696.00 NC 0.25 0.31 0.39 1.24 0.65 0.33

701.00 NC 0.46 0.57 0.76 1.28 0.41 0.81

708.50 360.7 0.32 0.49 0.69 1.46 0.29 0.83

709.00 360.2 0.21 0.26 0.32 1.21 0.68 0.27

710.00 j59.2 0.16 0.22 0.27 1.29 0.63 0.23

710.75 358.5 0.42 0.58 4.91 4.92 0.08 3.00

711.00 358.2 0.17 0.23 0.30 1.31 0.61 0.25

712.25 357.0 0.34 0.46 3.37 4.37 0.08 2.44

713.00 356.2 0.25 0.32 0.41 1.28 0.62 0.34

713.00 A 356.2 0.16 0.22 0.26 1.27 0.65 0.23

715.75 353.2 0.18 0.25 0.37 1 45 0.53 0.28

716.25 352.7 0.29 0.43 4.65 6.11 0.06 2.84

718.50 350.3 0.24 0.30 0.41 1.31 0.59 0.33

720.00 348.7 0.27 0.37 0.52 1.39 0.40 0.50

722.00 346.0 0.24 0.34 0.46 1.38 0.57 0.36

723.50 NC 0.12 0.17 0.29 1.57 0.43 0.20

725.50 NC 0.35 0.47 0.63 1.34 0.46 0.60

728.50 NC 0.11 0.14 0.17 1.24 0.61 U.15

733.00 NC 0.23 0.34 0.54 1.54 0.35 0.49

736.00 NC 0.22 0.29 0.37 1.31 0.61 0.30

740.00 337.1 0.24 0.32 0.41 1.30 0.48 0.39

742.00 335.4 0.42 0.56 0.91 1.49 0.37 0.80

745.00 331.8 0.22 0.30 0.36 1.28 0.63 0.31

749.00 326.5 0.42 0.55 0.83 1.41 0.38 0.79

752.00 323.5 0.13 0.17 0.21 1.24 0.72 0.18

756.50 318.9 0.06 0.07 0.32 2.80 0.12 0.15

757.00 318.4 0.01 0.01 0.01 1.32 -- --

758.50 316.6 0.30 0.48 0.57 1.38 0.51 0.51

759.50 315.6 0.21 0.26 0.31 1.21 0.69 0.27

760.00 315.1 0.26 0.33 0.39 1.21 0.69 0.34

760.25 314.8 0.15 0.19 0.23 1.25 0.68 0.20

760.50 314.6 0.29 0.38 0.49 1.31 0.59 0.41

760.75 314.3 0.42 0.55 1.01 1.57 0.18 1.44

761.50 313.5 0.13 0.16 0.20 1.24 0.65 0.18

763.00 312.0 0.10 0.13 0.16 1.24 0.58 0.14

766.00 309.0 0.37 0.50 0.68 1.35 0.27 0.92

767.00 308.3 0.23 0.30 0.40 1.30 0.61 0.32

767.50 307.6 0.36 0.56 14.41 13.63 0.04 5.98

768.00 307.1 0.10 0.13 0.16 1.25 0.59 0.15

770.00 304.6 0.23 0.36 0.58 1.58 0.15 0.98

770.50 303.9 0.32 0.44 0.59 1.35 0.34 0.68

771.00 303.2 0.31 0.43 0.52 1.29 0.47 0.52

771.50 302.7 0.25 0.45 1.66 2.74 0.16 1.11

773.50 300.4 0.11 0.15 0.22 1.44 0.45 0.18

777.50 296.2 0.34 0.50 6.49 7.23 0.07 2.83

785.75 288.0 0.22 0.35 0.53 1.56 0.40 0.44

786.75 287.1 0.19 0.26 0.37 1.41 0.37 0.38

787.00 286.9 0.26 0.37 0.53 1.44 0.27 0.66

800.00 273.5 0.17 0.22 0.25 1.20 0.70 0.23

807.00 266.3 0.24 0.41 0.53 1.49 0.49 0.43

814.00 259.4 0.21 0.24 0.28 1.15 0.71 0.26

826.50 246.2 0.18 0.22 0.25 1.19 0.71 0.23

835.50 236.6 0.24 0.35 0.48 1.42 0.53 0.38

838.00 234.2 0.01 0.01 0.06 4.35 -- --

840.50 231.4 0.23 0.29 0.36 1.24 0.64 0.30

842.00 230.0 0.29 0.39 0.52 1.34 0.57 0.42

847.50 224.8 0.24 0.30 0.36 1.23 0.66 0.31

860.00 211.5 0.16 0.21 0.24 1.23 0.68 0.22

861.00 210.5 0.22 0.26 0.30 1.19 0.71 0.27

867.50 204.0 0.15 0.20 0.24 1.27 0.64 0.21

882.50 188.3 0.24 0.31 0.38 1.27 0.63 0.32

896.00 174.8 0.23 0.29 0.35 1.22 0.65 0.30

911.00 159.6 0.09 0.18 0.24 1.68 0.49 0.18

917.00 153.2 0.16 0.21 0.25 1.26 0.67 0.22

924.00 146.4 0.16 0.20 0.24 1.24 0.67 0.21

937.00 133.6 0.12 0.19 0.23 1.40 0.59 0.19

967.50 103.0 0.16 0.71 0.26 1.25 0.67 0.22

968.50 102.0 0.13 0.15 0.18 1.21 0.73 0.17

972.25 97.6 0.24 0.31 0.36 1.22 0.69 0.32

977.00 93.0 0.85 0.00 0.01 4.23 -- 0.01

979.50 90.6 0.17 0.23 0.29 1.30 0.64 0.24

983.00 87.0 0.18 0.23 0.26 1.19 0.72 0.23

986.75 83.5 0.00 0.18 0.27 56.63 -- 0.17

A35
1932 River 1989 River

Nile Below Nile Above Sorting Uniformity Mean

Cairo, Ill. Head of Passes D061(on) 050 (mm) 84 (=I Coefficient Modulus Diameter (mm)

990.25 79.8 0.19 0.26 0.33 1.30 0.62 0.27

992.75 77.7 0.87 0.00 0.01 4.47 -- 0.02

994.50 76.0 0.16 0.21 0.25 1.26 0.66 0.22

997.75 72.3 0.89 0.00 0.03 3.60 -- 0.02

999.50 70.7 0.13 0.16 0.20 1.27 0.66 0.18

1001.50 68.7 0.92 0.00 0.01 2.43 -- 0.01

1004.25 64.8 0.16 O.dO 0.24 1.24 0.67 0.21

1007.00 63.0 0.13 0.17 0.22 1.27 0.66 0.19

1010.00 60.0 0.07 0.11 0.14 1.45 0.47 0.11

1014.25 55.3 0.13 0.17 0.21 1.25 0.69 0.18

1017.25 52.6 0.13 0.16 0.20 1.23 0.69 0.17

1019.00 50.8 0.12 0.14 0.16 1.18 0.69 0.16

1021.25 48.5 0.15 0.20 0.24 1.28 0.63 0.21

1023.50 46.5 0.14 0.18 0.23 1.29 0.66 0.19

1027.25 42.8 0.09 0.15 0.21 1.58 0.52 0.16

1030.00 39.8 0.14 0.17 0.21 1.24 0.67 0.18

1033.00 37.0 0.17 0.23 0.26 1.23 0.68 0.23

1037.00 33.0 0.89 0.00 0.21 28.71 -- 0.07

1040.75 29.0 0.14 0.17 0.21 1.24 0.70 0.18

1044.00 25.7 0.14 0.18 0.23 1.26 0.68 0.20

1047.50 22.3 0.14 0.17 0.24 1.33 0.60 0.19

1050.00 19.6 0.12 0.15 0.18 1.23 0.65 0.16

1052.50 18.0 0.12 0.14 0.17 1.21 0.67 0.16

1057.00 12.6 0.00 0.09 0.14 38.44 -- 0.09

1058.25 11.6 1.00 0.00 0.01 3.65 -- 0.01

1060.00 9.7 0.50 0.00 0.01 2.63 -- 0.00

1062.25 7.7 0.13 0.17 0.21 1.27 0.64 0.18

1064.00 6.0 0.91 0.01 0.12 9.53 -- 0.05

1065.50 4.1 0.12 0.15 0.17 1.20 0.69 0.16

1066.00 3.6 0.12 0.14 0.16 1.17 0.72 0.16

1066.75 2.8 0.00 0.02 0.12 12.01 -- 0.05

1067.75 1.8 1.00 0.01 0.11 10.25 -- 0.04

1069.00 0.5 0.50 1.00 0.00 1.00 -- 0.00

1069.50 0.0 0.13 0.18 0.25 1.41 0.50 0.18

A36
Table 12

Table 12. Mechanical Analysis of Mississippi River Bed Material (from Table 39, WES, 1935)

Accumulative Percent Finer

1932 1989

MilalIokiw I NbijAbow I Size of Opening, in mm

Cairo Ifleadotpassns1 38.1 13.33 6.68 3.327 2.362 1.651 1.168 0.833 0.589 0.417 0.295 0.208 0.104 0.074 0.040 0.008 0.004 0.001

2.0000 953.8 100.0 100.01 91.9 74.8 1 66.9 1 58.1 1 49.11 40.01 27.21 12.31 5.0 1 1.0 1 0.11 0.11 0.01 0.01 0.0 1 0.0

6,0000 950.0 100.0 100.0 100.0 100.0 1 100.01 100.01 100.0 1000 100.0 100.0 1100.0 1 100.0 77.0 155.2 36.5 17.2 0.0 1 0.0

7.0000 949.0 100.0 100.0 100.0 1 999 998 9 99.8 99.6 99.1 96.5 88.5 27.2 1.6 1 0.2 0.1 0.0 1 0.0 0.0 0.0

10.0000 945.5 100.0 100.0 97.0 92.6! 88.9 84.8 79.11 71.0 55.0 39.8 22-61 3.0 0.2 0.1 0.01 0.0 0.0 0.0

12.0000 943.0 81.1 72.9 68.2 63.8 60.3 55.21 48.5 40.7 31.2 24.3 20.1 5.9 0.2 0.1 0.01 0.0 0.0 0.0

13.0000 NC' 100.0 94.0 92.2 91.9 91.7 91.1 89.3 82.2 57.8 21.3 5.2 1.8 0.1 0.0 0.0 0.0 0.0 0.0

13A NC 100.0 76.2 64.9 58.0 55.6 53.7 52.1 50.4 43.7 20.7 6.1 1.8 0.1 0.0 0.0 0.0 0.0 0.0

14.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0I 99.9 99.9 99.7 99.5 99.3 56.8 0.4 0.1 0.0 0.0 0.0 0.0

16.5000 NC 100.0 66.3 58.5 54.1 52.7 51.6 50.6 49.6 48.5 47.5 46.9 46.0 43.31 43.0 0.0 0.0 0.0 0.0

19.2500 NC 100.0 100.0 90.9 91 21 77.2 70.2 62.9 54.3 37.8 16.5 4.8 0.8 0.1 0.1 0.0 0.0 0.0 0.0

19.5000 939.0 1100.01 98.3 91.8 86.1 84.2 81.3 77.1 70.5 56.8 41.0 20.4 3.6 0.1 0.0 0.0 0.0 0.0 0.0

21.0000 937.4 1100.0 100.0 100.0 99.7 99.0 97.7 95.8 92.8 85.4 73.3 53.3 36.7 4.4 0.8 0.0 0.0 0.0 0.0

22.5000 935.5 100.0 59.4 44.3 33.6 29.4 25.9 22.4 19.2 14.1 8.4 4.6 2.9 0.6 0.3 0.0 0.0 0.0 0.0

23.5000 NC 100.0 87.8 81.4 78.3 77.01 75.3 72.3 66.1 44.0 16.1 5.7 1.9 0.4 0.3 0.0 0.0 0.0 0.0

25.0000 NC 100.0 99.2 93.3 79.1 71.7 65.5 60.3 55.8 50.4 44.0 33.9 16.1 0.5 0.3 0.0 0.0 0.0 0.0

27.0000 930.7 100.0 93.2 873 72.2 62.6 51.5 39.6 27.7 15.6 7.2 2.7 0.8 0.1 0.1 0.0 0.0 0.0 0.0

29.5000 927.9 100.0 100.0 997199.3 -v.1 98.7 96.6 84.7 39.1 7.8 2.4 1.3 0.2 0.0 0.0 0.0 0.0 0.0

310000 926.8 100.0 100.0 99.2 96.3 93.3 87.6 77.1 58.2 22.7 5.8 1.8 0.6 0.1 0.0 0.0 0.0 0.0 0.0

32.0000 926.4 100.0 100.0 98.5 97.3 96.0 93.6 89.4 82.7 67.3 37.3 10.6 2.3 0.1 0.0 0.0 0.0 0.0 0.0

35.0=0 922.7 100.0 100.0 98.8 96.1 97.3 96.2 93.9 89.8 78.6 55.9 40.5 22.6 0.9 0.2 0.0 0.0 0.0 0.0

37.5000 921.1 100.0I 82.9 798 71.5 64.5 53.4 39.9 27.3 18.5 16.1 15.2 13.4 4.0 1.7 0.0 0.0 0.0 0.0

38.5000 900.2 83.81 24.5 12.5 6.9 5.7 4.6 3.7 2.8 1.4 0.7 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0

41.0000 917.9 100.0 97.9 96.9 94.5 92.3 88.8 82.5 72L6 49.8 20.1 6.6 1.1 0.1 0.0 0.0 0.0 0.0 0.0

43.0000 915.4 100.0 100.0 99.2 95.1 91.3 87.4 83.4 79.6 61.9 20.5 13.3 10.0 4.9 3.5 0.0 0.0 0.0 0.0

44.0000 NC 100.0 100.0 100.0 100.0 100.0 99.9 99.9 199.7 98.0 85.5 21.7 5.5 0.31 0.1 0.01 0.0 0.0 0.0

44.2500 NC 10.01 100.0 100.0 99.3 98.71 99.3 96.0 197.6 95.5 76.41 14.0 1 2.51 0.11 0.01 0.01 0.01 0.0J 0.0

48.5000 NC 100.0 100.0 I000 99.8 99.6 199.2 97.2 91.7 80.3 64.6 33.3 111.81 2.11 0.71 0.01 0.0 0.01 0.0

51.0000 910.0 100.0 100.0 99"6 98.7 97.6 94.9 90.2 80.3 155.2 23.8 11.8 7.31 1.1 0.2 0.01 0.0 0.0 0.0

55.5000 905.7 100.0 1000 98.1 96.7 95.9 94.5 92.1 87.1 69.9 34.7 10.3 1.0 0.1 0.0 0.0 0.0 0.0 0.0

56.0000 905.1 100.0 I100.0 100.0 99.4 99.1 98.1 96.7 93.6 89.0 77.7 55.9 27.8 0.1 0.0 0.0 0.0 0.0 0.0

56.2500 904.8 100.0 100.0 100.0 99.6 99.4 99.3 99.2 98.5 92.8 71.41 35.1 12.1 0.2 0.1 0.0 0.0 0.0 0.0

60.0000 901.4 100.0 98.6 863 73.7 67.6 62.6 57.0 50.7 38.5 2211 11.3 4.5 0.6 0.1 0.0 0.0 0.0 0.0

61.0000 900.4 100.0 100.0 98.7 96.2 95.9 95.6 95.3 94.9 93.6 89.0 168.9 18.3 0.4 0.1 0.0 0.0 0.0 1 0.0

65.0000 896.0 100.0 94.2 77.3 59.3 51.2 43.81 37.3 31.1 21.4 8.91 2.6 0.4 0.1 0.1 0.01 0.0 0.0 0.0

70.0000 890.5 100.0 100.0 98.8 96.2 93.9 90.3 84.2 24.4 51.41 20.31 5,2 1.11 0.1 0.01 0.0 0.0 0.0 0.0

71.0000 889.4 100.0 0.5 66.2 57.9 54.2 50.3 46.1 40.5 28.2 112.1 4.1 0.9 0.1 0.0 0.0 0.0 0.0 0.0

72.5•0 888.0 100.0 97.3 94.1 89.9 8&3 80.8 73.2 63.1 46.21 23.8 6.6 1.3 0.1 0.0 0.0 0.0 0.0 0.0

76.5000 884.2 1100.0 1100.0 199.1 95.0 189.7 180.21 65.4 146.0 120.01 3.81 0.71 0.21 0.11 0.01 0.01 0.01 0.01 0.0

78.0000 882.7 100.0 100.01 98.8 196.2 94.0 90.6 84.7 73.91 49.1 12.51 1.61 0.3 0.1 0.0 0.01 0.0 0.0 0.0

80.000 91.0 100.0 I100.0 97.8 91.9 87.5 0.5 68.1 46.6 22.6 9.8 5.9 3.4 0.2 0.0 0.0 0.0 0.0 0.0

81,000D 878.5 100.0 100.0 98.5 97.9 97.0 94.8 90.4 81.7 60.8 26.9 4.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0

87.0000 873.0 100.0 100.0 100.0 99.3 98.6 97.6 95.0 89.6 75.2 38.5 8.61 1.51 0.11 0.01 0.01 0.01 0.01 0.0

88.5000 871.3 100.0 100.0 99.7 97.7 96.1 93.0 87.5 77.6 50.2 20.6 10.2 5.4 0.11 0.0 0.01 0.0 0.0 0.0

91.0w0 86860 100.0 82.2 69.7 62.6 59.3 54.0 47.9 40.5 25.8 9.6 3.4 1.1 0.11 0.0 0.0 0.0 0.0 0.0

920.000 867.0 100.0 100.0 99.6 98.8 97.6 941 90.2 73.2 35.3 8.4 2.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0

94.0000 864.8 100.0 100.0 "9.8 97.7 96&2 M98 85.6 70.8 37.9 1 9.3 3.3 0.9 0.0 0.0 0.0 0.0 0.0 0.0

..0000 860.0 100.0 33.68 23.4 18.6 17.6 16.2 14.5 12.6 9.9 6.8 4.5 1.8 0.2 0.1 0.0 0.0 0.0 0.0

100.5000 858.0 I00.0 100.0 100.0 I 100.0I 99.9 99.8 99.6 99.4 98.6 92.0 40.0 6.4 0.1 0.1 0.0 0.0 0.0 0.0

102,000O 956.6 100.0 86.3 83.9 77.0 72.2 65.7 56.1 43.4 27.3 16.4 13.2 5.1 0.1 0.0 0.0 0.0 0.0 0.0

10600001 851.7 100.0 96.6 95.0 [ 91.7 89.8 87.1 80.7 67.7 41.31 15.1 3.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0

1065 0 851.0 100.0 100.0 97.2 87.81 82.6 75.8 67.9 58.2 43.7 29.1 11.5 2.1 0.1 0.! 0.0 0.0 0.0 0.0

108,0000 $50.0 100.0 100.0 96.6 19&3 93.7 89.5 81.6 67.9 37.91 9.3 1.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0

A37
Table - 2

113.0o01 845.5 100. O 100.0 190.11 84.5 80.21 72.3 60.8 43.71 15.8j 1.8 tI 0.0 1 0.0 0.01 0.0 0.0 0.0 0.0

115.5000 843.0 100.0 70.8 1 55.81 48.4 46.31 44.4 42.0 38.11 30.71 21.7 1 .5 1.3 0.0 0.0 0.0 0.0 0.0 0.0

124.(000 833.6 100.0 100.0 1 99.1 98.2 96.61 94.4 86.9 75.21 56.21 39.91 19.01 4.4 0.1 0.0 0.0 0.0 0.0 C.0

128.0w 829.5 100.0 100.0 1 100.0 99.5 99.1 1 96.2 96.2 92.1 1 76.1 1 37.0 1 14.9 2.8 0.1 0.0 0.0 0.0 0.0 0.0

131.5000 1 826.0 100.0 100.0 99.6 98.7 98.2 97.1 94.8 89.2 1 67.3 1 24.8 1 5.3 0.6 0.1 0.0 0.0 0.0 0.0 0.0

137.0000 819.5 100.0 83.0 60.2 57.0 53.6 1 49.8 45.0 38.4 1 26.3 12.8 1 5.8 1.2 0.1 0.1 0.0 0.0 0.0 0.0

138.00001 817.2 100.0 100.0 99.4 98.1 96.8 194.4 89.5 80.31 55.21 18.51 3.5 0.5 0.1 0.0 0.0 0.0 0.0 0.0

141.50 1 813.0 100.0 92.9 86.6 79.5 74.9 1 67.8 57.1 41.0 1 21.9 1 6.3 1 3.2 1.7 0.1 0.0 0.0 0.0 0.0 0.0

142.00001 811.5 100.0 98.2 93.9 91.8 89.61 85.2 76.5 62.11 34.01 8.91 2.4 0.8 0.1 0.0 0.0 0.0 0.0 0.0

144.00001 808.9 100.0 98.2 84.7 66.8 57.3 147.0 138.2 31.7 1 24.91 17.91 11.71 5.3 0.3 0.1 0.0 0.01 0.0 0.0

146.00O01 806.0 100.0 I100.0 100.0 99.8 99.51 98.9 197.0 199.6 1 61.21 18.81 5.31 2.2 0.2 0.1 0.0 0.0 0.0 0.0

150.5000 800.4 100.0 100.0 99.4 96.91 94.31 9.0 182.01 68.4 1 43.31 20.11 6.71 1.0 0.2 0.1 0.0 0.0 0.0 0.0

155.25001 795.5 100.0 91.1 84.8 80.51 78.31 74.61 67.61 55.1 1 35.71 22.11 8.71 2.3 0.2 0.1 0.0 0.0 0.0 0.0

159.5"001 791.5 100.0 1100.0I 99.2 95.01 90.71 83.61 73.11 59.3 1 38.7 120.91 7.01 1.2 0.1 0.1 0.0 0.0 0.0 0.0

160.50001 790.3 100.0 100.0I 98.3 95.9 194.11 90.51 83.41 71.0 1 46.21 13.91 4.71 1.8 0.2 0.1 0.0 0.0 0.0 0.0

161.50001 789.2 100.0 100.01 99.5 96.2 193.51 P8.41 80.51 69.8 153.0 1 22.51 6.1I 2.1 0.1 0.01 0.01 0.0 0.0 0.0

163.7500 1 787.9 1 100.0 1 100.0 1 95.3 94.7 1 94.1 1 92.9 1 89.9 1 82.7 1 57.3 1 20.3 1 4.4 1 0.6 1 0.1 0.0 1 0.0 1 0.0 0.0 0.0

170.75001 780.9 1100.0 1100.01 97.61 96.4 195.5 193.81 90.11 82.01 58.3 1 25.41 6.01 0.81 0.01 0.01 0.01 0.0 0.01 0.0

172-50001 780.0 1100.0 1100.01 99.4 197.6 195.71 90.71 85.01 70.0 143.0 1 20.01 4.11 0.81 0.11 0.01 0.01 0.0 0.0 o.0

176.(0000 7756 1100.0 1100.0 I00.0 1 100.0 1 100.0 100.01 99.9 199.81 98.9 1 83.71 33.4 7.01 0.1 0.01 0.0 0.0 0.0 0.0

178.50001 NC 100.0 97.9 194.6 1 93.0 191.3 67.9 80.9 167.2 135.91 8.11 1.5 0.21 0.0 0.0 0.0 0.0 0.0 0.0

181.7500 1 772.5 1 100.0 1 100.0 1 96.5 1 86.5 1 80.4 73.0 63.5 1 49.6 1 26.7 1 10.5 1 4.9 2.0 1 0.1 0.0 0.0 0.0 0.0 0.0

182.7500 1 771.3 1100.0 f100.0 I 100.0 1 98.7 1 97.1 94.7 90.8 1 83.6 1 65.9 1 46.0 1 36.9 32.7 29.6 29.0 0.0 0.0 1 0.0 0.0

186,5001 767.91 93.51 73.8 171.5 1 69.71 69.2 68.8 68.2 167.2 ',0.21 26.11 11.0 2.5 0.1 0.0 0.0 0.01 0.0 0.0

194.000 1 NC 100.01 98.5 196.1 1 93.91 92.4 89.8 84.2 171.2 32.91 5.41 1.2 0.5 0.1 0.0 0.0 0.01 0.0 0.0

195.00001 NC 100.0 1100.01 96.9 1 97.5 195.7 92.8 87.11 76.2 49.31 21.51 3.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0

200.0000 757.0 1100.0 1100.0 1 100.0 1 99.3 1 98.5 97.1 94.4 1 89.6 75.1 1 47.3 21.2 5.5 0.1 0.1 0.0 0.0 0.0 0.0

201.5000 755.3 1100.0 194.01 84.4 80.6 179.1 76.3 70.21 59.0 31.01 6.3 1.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0

205.0000 NC 100.0 1100.01 99.1 97.2 195.1 91.8 85.31 72.7 36.11 7.1 1.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0

209.0000 NC 100.01 95.8 182.7 71.2 165.8 60.91 56.1 50.1 33.01 10.5 4.1 2.2 0.4 0.1 0.0 0.0 0.0 0.0

210.7500 NC 100.0 1100.0 1100.0 99.7 199.4 99.0 197.7 93.0 64.11 15.9 3.6 1.2 0.1 0.0 0.0 0.0 0.0 0.0

215.5000 746.9 1000 1100.0 199.0 98.6 198.0 197.0 194.7 87.1 55.61 20.1 6.5 1.4 0.2 0.1 0.0 0.01 0.0 0.0

219.2.5M 742.6 100.0 1100.0 1100.0 100.0 100.0 1 100.01 99.9 99.7 98.6 174.3 20.9 3.7 0.1 0.0 0.0 0.01 0.0 0.0

221.50" 739.5 10.0 199.5 19.5 94.7 93.8 1 92.41 90.0 85.61 73.61 58.2 49.5 32.01 0.71 0.0 0.0 0.0 0.0 0.0

225.000 736.5 100.0 1100.0 1100.0 99.6 99.3 1•98.81 97.7 95.2 191.3 133.0 112.91 3.91 0.21 0.0 0.0 0.0 0.01 0.0

229.00001 734.0 100.0 100.0 1100.0 100.0 100.0 1 100.01 99.7 99.2 195.3 154.11 8.91 1.5 0.11 0.0 0.0 0.0 0.01 0.0

230.ODOO1 732.8 100.01 88.01 84.2 82.9 82.6 1 82.11 80.5 76.41 61.11 20.91 4.41 1.0 0.1 0.0 0.0 0.0 0.01 0.0

231.0000 1 731.7 100.0 1100.0 1100.0 99.9 99.8 1 99.7 199.4 97.81 87.91 32.51 5.01 0.4 0.0 0.0 0.0 0.0 0.01 0.0

236.7500 1 725.9 100.0 1100.0 1100.0 100.0 100.0 1 100.0 100.0 1 9.9 1 99.2 1 75.7 1 15.1 1 2.1 0.1 0.0 0.0 0.0 0.0 1 0.0

241,000 01 721.6 100.0 1 100.010.0 99.5 99.1 90.4 96.91 93.9 81.8 130.41 5.21 1.0 0.1 0.0 0.01 0.0 0.01 0.0

2430000 719.7 100.0 1100.0 19.4 97.6 97.21 96.3 94.2 189.01 69.51 31.0 115.21 2.2 0.1 0.01 0.01 0.0 0.01 0.0

244.00001 719.0 100.0 1100.0 1100.0 99.1 98.31 96.5 92.91 85.41 62.31 24.71 5.81 1.0 0.0 0.01 O.C 0.0 0.0 0.0

247.5WI 715.9 100.0 1100.0 100.0 99.8 99.7 199.2 98.11 95,9l 83.5 134.01 6.81 0.7 0.01 0.01 0.0 0.0 0.0 0.0

2.9.7500 714.0 100.0 100.0 100.0 100.0 100.0 1100.0 99.91 8 1 99.2 156.81 19.01 3.6 0.21 0.01 0.0 0.0 0.0 0.0

250.5000 712.8 100.0 1100011000100.0 100.0 I 100.0 99.9 99.61 96.41 75.11 26.81 4.0 0.11 0.01 0.0 0.01 0.0 0,0

251.m0I 712.0100I0 100.0 1100.0 99.5 198.7 96.9 93.0 85.7 170.41 44.81 20.61 5.0 0.11 0.01 0.0 0.01 0.0 0.0

251.7500 711.2 100.0 153.0 147.3 44.0 142.0 39.7 36.3 31.5 123.8 15.31 9.01 3.1 0.0 0.01 0.0 0.0 0.0 0.0

252.25300 710.5 100.0 1100.0 I 97.5 95.1 93.1 90.2 85.1 75.0 47.3 1 13.4 1 2.0 1 0.2 0.0 0.0 1 0.0 1 0.0 0.0 0.0

252.5000 7100 100.0 100.01 96.6 93.1 191.2 88.5 83.6 73.21 43.01 11.9 1 2.21 0.3 0.0 0.01 0.01 0.0 0.0 0.0

2 3.2005 709.5 I100.0 100.0 I 100.01 99.9 199.8 199.61 99.41 96.7 194.91 64.71 21.41 1.21 0.01 0.01 0.01 0.01 0.01 0.0

254.00(n 708.7 100.0 100.0 100.0 100.0 100.0 1 100.0 1100.01 99.9 19.91 77.2 130.11 2.3 0.01 0.01 0.01 0.01 0.01 0.0

2n41250 708.6 100.0 1100.0 199.0 197.41 96.1 193.5 187.6 176.9 15251 28.91 16.71 2.6 0.11 0.01 0.01 0.01 on1 0.0

234.2500 708.5 100.0 193.6 187.8 180.0 1 75.11 68.7 160.8 150.6 136.6 124.9 1 10.61 2.01 0.11 0.01 0.01 0.01 0.01 0.0

25ý4.5000 708.2 100.0 193.0 91.5 188.4 86.2 83.0 178.2 170.9 156.11 40.61 32.0 13.41 0.51 -. 1 0.01 0.0 0.01 0.0

254.75A 70791100.01100.0 98.0 93.6 89.5 81.2 66.0 42.5 14.91 3.9 2.6 0.7 0.01 0.01 0.0 0.0 0.01 0.0

254.750B 707.9 1000 100.0 99.0 976 9%.7 94.9 91.6 85.4 68.61 46.3 25.3 4.3 0.1 0.01 0.0 0.0 0.01 0.0

2551,0808 707.6 100 96.4 94.4 93.7 93.1 92.1 8M.9 79.9 51.11 17.4 6.2 1.0 0.I 0.01 0.0 0.0 0.01 0.0

255,5000 706.9 100,0 100.0 99.0 9.4 i9•.1 97.2 94.5 87.3163.8 28.3 5.8 1.3 0.0 0.01 0.0 0.0 0a1 0.0

25575A 706.6 100.0 100.0 100.0 99.7 99.5 99.1 9.3 95.3 76.8 30.0 8.4 23 0.1 0.01 0.0 0.0 0.0 00

2 5750 706.6 110001 96.51 9"'1 88.7 1 85.9 181.71 75.6 164.21 34.21 6.5 11.5 0.21 0.01 0.01 0.01 0.0 1 .0 0.0

256 2500 7060 1100.0 1968 19 :93.4 1 92.9 191.81 88.91 82.91 64 q1 31.21 1021 1.91 0.01 0.01 0.01 0.01 0.01 0.0

A38
Table 12

256.5000 705.3 100.0 1 100.0 100.0 1 99.4 1 99.0 97.8 1 87.1 57.2 1 26.9 13.7 1 8.4 2.0 1 0.0 1 0.0 0.0 1 V.0 1 0.0 0.0

258.0000 704.2 100.0 1100.0 98.91 98.8 98.7 98.61 98.2 94.7 67.8 1 27.8 1 10.3 3.01 0.11 0.1 0.0 0.01 0.0 0.0

259,0000 703.3 1000 1100.0 97.5 196.0 94.6 925 188.9 81.8 67.8 1 9 1 1,.4 4.51 2.21 2.1 0.0 0.01 0.ýI 0.0

260.2500 701.9 100.0 1100.0 100.0 100.0 99.4 98.4 95.9 88.9 63.9 1 29.71 17.7 3.21 0.11 0.0 0.0 0.01 0.0 0.0

261.5000 700,7 100.0 100.0 99.4 98.8 98.6 98.4 97.9 96.8 91.3 1 59.71 31.3 6.21 0.5 0.1 0.0 0.01 0.0 0.0

263.2500 698,9 100.0 1100.0 100.0 98.6 96.8 93.8 88.9 80.1 57.9 1 17.7 6.6 0.21 0.0 0.01 0.0 0.01 0.0 0.0

264.5M0 697.5 100.0 100.0 989 97.1 96.5 95.0 91.7 84.6 63.8 37.6 19.5 5.6 O.J 0.0 0.0 0.0 0.0 0.0

266.0000 696.0 100.0 93.7 87.5 84.0 82.9 81.7 79.6 74.7 55.4 22.7 8.7 1.4 0.1 0.0 0.0 0.0 0.0 0.0

2665000 695.5 100.0 100.0 97.4 94.7 92.6 89.0 82.4 71.3 45.7 16.1 5.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0

267.0000 695.0 ! 00.0 94.8 91.5 89.4 I 87.8 85.5 81.8 74.8 58.6 43.2 38.4 1 33.7 32.4 1 32.2 0.0 0.0 0.0 0.0

269.5000 691.9 100,0 100.0 100.0 100.0I 99.9 99.8 99.3 97.7 90.5 65.2 26.81 2.7 0.1 0.0 0.0 0.0 0.0 0.0

270.50001 690.3 100.0 1100.0 100.0 99.8 99.7 99.3 97.9 93.1 72.1 23.6 1 12.21 1.1 0.0 0.0 0.0 0.0 0.01 0.0

271.5000 689.3 100.0 98.3 97.7 96.2 95.5 93.7 90.0 82.71 60.0 21.5 6.61 0.8 0.0 0.0 0.0 0.0 0.0 0.0

272.5000 688.6 100.0 100.0 99.8 99.1 99.0 96.8 98.3 ,7T.3j 94.8 78.2 26.11 7.9 0.1 0.0 0.0 0.0 0.0 0.0

272.7500 688.0 100.0 97.7 94.6 93.8 93.5 193,01 91.81 87.91 67.21 17.51 4.51 0.41 0.01 0.01 0.01 0.01 0.01 0.0

273.0000 687.5 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.3 96.5 88.2 71.8 42.6 122.8 22.0 0.01 0.0 0.0 0.0

273A 687.5 100.0 100-I 98.6 95.3 92.1 87.8 82.7 75.5 57.2 25.3 8.4 1.21 0.0 0.0 0.01 0.0 0.0 0.0

273.7500 686.4 100.0 96.. 1 89.6 84.5 82.2 79.3 75.4 69.9 f!.: 48.6 44.7 43.3 42.1 42.0 0.0 0.0 0.0 0.0

277-500D 681.6 100.0 100.0 1100.0 99.7 99.6 99.2 98.4 96.2 05.5 54.4 27.2 3.7 0.1 0.1 0.0 0.0 0.0 0.0

280.7500 NC 100.0 100.0 99.7 97.7 95.3 90.1 81.5 68.0 45.2 21.4 9.0 1.7 0.3 0.1 0.0 0.0 0.0 0.0

281.5000 NC 100.0 100.0 97.6 95.o 94.6 92.9 89.8 84.9 69.0 22.11 7.5 0.5 0.1 0.0 0.0 0.0 0.0 0.0

283.53• NC IO1.0 100.0 99.8 99.4 98.9 j 98.1 96.91 9.2.21 62.71 27.9 J 8.41 3.51 0.11 0.01 0.01 0.01 0.01 0.0

286.7500 NC 100.0 100.0 100.0 99.1 98.3 196.8 91.31 54.6 11.71 3.9 0.8 0.41 0.01 0.01 0.0 0.01 0.01 0.0

287.2500 NC 100.0 100.0 99.6 99.5 99.5 1994 99.1 97.7 81.31 33.8 7.4 0.81 0.11 0.01 0.0 0.01 0.01 0.0

289.2500 NC 100.0 100.0 100.0 99.6 99.5 199.2 98.4 95.8 3.1 139.53 8.5 2.31 0.01 0.0 1 0.0 0.0oi 0.01 0.0

292.50001 NC 100.0 1000 '00.0 99.8 199.2 197.3 94.1 87.2 55.61 15.8 4.0 1.01 0.1 0.0 0.0 0.01 0.0 0.0

293.0000 NC 83.3 32.,1 28.6 27.1 26.7 26.3 25.5 24.2 18.5 8.6 3.0 1.31 0.1 0.0 0.0 0.01 0.0 0.0

293.7500 677.0 100.0 92.7 88.7 81.7 78.9 75.4 71.0 63.9 42.6 14.6 1 3.8 0.61 0.1 0.0 0.0 0.01 0.0 0.0

296.(0l 674.0 100.0 100.0 100.0 99.8 99.6 99.0 96.9 91.7 75.9 56.4 42.8 125.1 0.3 0.1 0.0 0.01 0.0 0.0

298.50M 672.5 1100k0100.0 98.9 97.9 97.4 96.1 93.1 85.8 65.8 31.5 9.0 2.7 0.1 0.0 0.0 0.01 0.0 0.0

3W.00001 670.0 100.0 .20.01100.0 99. W 98.4 95.7 89.6 75.0 37.6 6.1 1.1 0.4 0.1 0.0 0.0 0.01 0.0 0.0

300.75001 669.2 100.0 100.0 98.7 97.0 96.0 94,5 90.9 83.2 59.6 21.2 2.6 0.3 0.1 0.0 0.0 0.01 0.0 0.0

301.5"00 668.4 100.0 100.0 97.5 95.8 94.6 92.5 88.2 80.1 59.0 29.6 9.5 3.4 0.3 0.1 0.0 0.0 0.0 0.0

302.7500 667.1 100.0 100.0 100.0 99.8 99.7 99.5 99.2 97.6 82.9 31.0 7.7 1.0 0.1 0.0 0.0 0.0 0.0 0.0

303,2500 NC 100.0 100.0 100.0 99.8 99.8 99.8 99.7 99.5 197.1 76.3 17.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0

303.5000 NCI 100.0 100.0 100.0 100.0 1 99.999.9 99.8 99.51 97.7 89.0 29.8 3.7 0.1 0.0 0.0 0.0 0.0 0.0

303.7500 NC 100.0 99.0 97.9 96.6 95.9 94.7 92.1 85.5 57.3 14.7 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0

304.0000 666.9 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.6 99.2 96.6 58.2 1.0 0.1 0.0 0.0 0.0 0.0

30 7500 663.7 1100.0 100.0 100.0 100.0 I100.0 I100.0 99.9 98&5 71.4 7.2 2.7 1.5 0.1 0.0 0.0 0.0 0.0 0.0

310.0000 1 660.3 1100.0 100.0 99.3 99.0 98.9 9.9 98.7 98.2 94.7 88.9 63.6 14.1 0.1 0.1 0.0 0.0 0.0 0.0

310.75001 659.4 100.0 100.0 97.2 94.91 93.7 91.9 89.0 82.6 60.5 23.7 2.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0

313.75001 656.7 100.0 100.0 100.0 99.8 99.7 99.3 98.6 96.6 86.6 56.3 20.4 3.8 0.1 0.0 0.0 0.0 0.0 0.0

314.25001 656.4 100.0 1100.0 100.0 100.0 100.0 99.9 99.8 99.71 98.9 85.0 28.8 3.5 0.1 0.0 0.0 0.0 0.0 0.0

316.25001 654.2 100.0 100.0 98.8 98.4 98.3 98.2 97.7 193.8 60.3 11.6 4.0 3.2 0.5 0.1 0.0 00 0.0 0.0

317.50001 653.0 100.0 100.0 198.7 198.4 98.3 98.0 97.5 96.2 91.1 69.0 23.3 2.7 0.1 0.01 0.0 0.0 0.0 0.0

321.500D 649.0 100.0 100.0 1100.0 99.6 994 98.8 97.3 91.7 64.9 28.5 10.1 2.5 0.1 0.01 0.0 0.0 0.0 0.0

324.50001 646.0 100.0 100.01 98.4 97.2 96.4 94.5 90.1 81.0 62.2 38.7 15.8 4.4 0.1 0.01 0.0 0.0 0.0 0.0

329.50001 640.6 100.0 85.1 153.4 34.2 28.1 22.8 118.4 15.2 10.4 4.3 1.7 0.6 0.1 0.01 0.0 0.0 0.0 0.0

330.00001 640.1 110.0 10.0 110001 100.01100.0l 99.9 199.6 97.5 163.4 7.3 1.3 0.3 0.01 0.0 0.0 0.0 0.0

33100001 639.0 100.0 100.0 100-0 100.0 99.9 99.9 199.7 99.3 191.2 32.0 3.2 0.2 0.0 0.01 0.01 0.0 0.0 0.0

332.000 637.8 100.0 100.0 100.0 99.9 199.9 99.8 199.7 98.8 194.9 83.0 50.9 7.6 0.1 0.01 0.01 0.0 0.0 0.0

333.50000 635.8 100.0 100.0 100.0 99.4 96.4 97.2 194.7 89.91 70.91 35.1 25.2 20.2 3.3 0.5 0.01 0.0 0.0 0.0

337.0000 632-1 100.0 100.0 99.3 96.1 93.8 89.81 83.7 70.4 30.81 4.4 1.0 0.4 0.1 0.1 0.01 0.0 0.0 0.0

338.75M0 630.2 100.0 100.0 100.0 999 99".8 99.61 99.2 96.4 97.0 94.3 87.5 13.9 0.2 0.0 0.01 0.0 0.0 0.0

3395000 629.3 100.0 100.0 100.0 99.8 99.6 99.5 99.4 99.9 97,0 9W"1 45.21 3.5 0.1 0.0 0.0 0.0 0.0 0.0

342.7500 NC 1100.0 100.0 100.0 100.0I 99.9 99,9 99.8 99.5 98.1 82.6 44.8 12.2 0.1 0.0 0.0 0.0 0.0 00

344.0000 NC 1100.0 100.0 100.0 100.0I 99.9 91.9 99.8 99.7 99.6 98.2 88.0 14.7 0.2 0.1 0.0 0.0 0.0 0.0

348.00A 625.8 1100.0 100.0 97.1 89.7 80.81 68.5 55.3 44,5 34.3 21.8 11.6 5.4 1.1 0.4 0.0 0.0 0.0 0.0

349.0000 NC1 100.0 100.0 100.0I 99.21 9.1 196.3 94.3 92.2 88.4 1 68.3 31.3 7.3 0.5 0.2 0.0 0.0 0.0 0.0

350.0000 NC 100.0 87.0 51.91 37.2 33.7 131.2 29.5 27.91 24.1 1 15.6 6.6 1.4 0.1 0.1 00 0.0 0.0 0.0

351.0000 NC 100.0 100.0 100.0 100.0I 99.9 199.8 996 99.31 97.1 1 62.4 9.9 0.7 0.1 0.0 0.0 0.0 O.t 0.0

A39
Table 12

352.25001 NC 100.0 100.0 100.0 1 96.6I 96.1 97.2 %.Q 92.7 74.01 14.2 1.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0

352.5000 NC I 100.0 1 110000001 100.0 100.0 100.0 99.9 99.8 99.21 91.01 45.O 3.4 0.1 0.0 0.0 0.0 0.0 0.0

353.0000 NC 1 10 o0.0 1100.0 99.31 99.1 96.7 97.7 95.3 84.6 49.1 11.1 0.9 0.1 0.0 0.0 0.0 0.0 0.0

356.0000) NC 1o0.0 1O0.0 97.7 96.6 96.2 95.4 92.7 82.6 43.3 9.0 3.4 2.2 0.3 0.1 0.0 0.0 0.0 0.0

357.5000 NC 100.0 97.31 91.3 85.1 82.8 79.8 75.5 67.6 45.5 14.1 2.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0

359.0000 NC 100.0 100.0 99.01 98.91 98.8 98.7 98.6 96.3 95.5 83.5 57.6 8.4 0.2 0.0 0.0 0.0 0.0 0.0

360.75001 624.1 100.0 94.9 85.1 72.91 63.4 61.6 55.7 48.9 37.2 23.5 16.0 6.9 0.2 0.1 0.0 0.0 0.0 0.0

362.50001 622.0 1100.0 100.0 100.0 99.61 99.3 98.8 97.8 94.8 79.2 42.3 16.4 3.1 0.1 0.0 0.0 0.0 0.0 0.0

363.25001 621.5 100.0 100.0 100.0 l100.0 100.0 100.0 99.9 99.7 97.8 85.61 66.2 16.7 0.1 0.1 0.0 0.0 0.0 0.0

366.5000 1 618.0 100.0 100.0 99.8 99.7 99.7 99.6 99.5 99.4 97.5 76.3 24.1 4.5 0.1 0.0 0.0 0.01 0.0 0.0

371.7500 1 613.0 100.0 100.0 100.0 99.2 96.9 98.4 97.7 95.7 81.4 42.3 20.6 6.2 0.1 0.1 0.0 0.0 0.0 0.0

372.0000 612.4 100.0 100.0 100.0 100.0l 99.9 99.9 99.8 99.6 98.3 85.7 64.31 45.3 1.4 0.5 0.0 0.0 0.0 0.0

372.7500 611.5 100.0 100.0 97.8 97.4 97.2 96.9 96.4 95.5 90.1 64.8 36.61 28.21 23.4 22.71 0.0 0.0 0.0 0.0

375.0000 608.9 100.0 94.7 92.8 91.8 91.4 90.9 90.2 88.4 77.31 44.6 26.2 116.21 0.4 0.01 0.0 0.0 0.0 0.0

376.7500 607.1 100.01 100.01 98.5 89.5 83.6 76.6 69.4 63.4 55.6 142.6 26.91 8.41 1.1 0.71 0.0 0.0 0.0 0.0

378.500D 605.0 1100.0 100.0 1100.0 1100.0 99.9 99.9 99.8 99.41 98.4 1 95.01 60.9 21.0 0.7 0.2 0.0 0.0 0.0 0.0

381.0000 603.4 100.0 100.0 99.1 95.1 92.3 89.5 86.7 81.7 64.91 37.31 16.8 5.6 2.7 2.1 0.0 0.0 0.0 0.0

382.0000 NC 100.0 110.0 100.0 100.0 100.0 10.0 1 99.9 99.6 96.1 90.9 71.7 35.9 2.3 0.5 0.0 0.0 0.0 0.0

390.5000 593.1 110.0 100.0 .996 99.3 99.2 99.0 96.8 9.2 95.5 90.7 86.5 55.8 1.2 0.1 0.0 0.0 0.0 0.0

391.5(00 591.3 100.0 100.0 I 10010.0I 99.9 99.9 99.8 99.7 96.8 92.4 78.4 52.4 1.3 0.2 0.0 0.0 0.0 0.0

393.0000 590.5 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.6 96.1 91.8 75.5 28.7 6.6 3.3 0.0 0.0 0.0 0.0

394.0000 590.0 1100.0 96.7 94.2 80.1 71.3 61.2 52.6 44.9 29.7 15.0 11.4 9.7 4.1 1.4 0.0 0.0 0.0 0.0

395.0000 589.0 100.0 100.0 100.0 99.9 99.6 99.2 96.2 95.5 81.4 35.6 10.2 7.1 2.7 0.9 0.0 0.0 0.0 0.0

396.0000 587.2 1100.0 100.0 100.0 100.0 99.9 99.6 98.8 95.6 79.4 35.2 11.0 7.6 3.9 1.5 0.0 0.0 0.0 0.0

396.2500 586.9 100.0 97.4 92.3 86.1 82.0 76.7 69.7 58.0 32.1 10.2 3.6 1.9 0.7 0.2 0.0 0.0 0.0 0.0

397.0000 586.3 100.0 27.2 26.2 25.6 25.4 25.3 25.2 25.0 24.1 18.6 5.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0

397.25M 586.0 100.0 100.0 100.0 99.8 99.6 99.4 99.2 98.8 96.1 96.4 94.2 75.7 1.0 0.1 0.0 0.0 0.0 0.0

397.5000 585.5 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 99.9 99.6 91.6 51.7 11.2 0.1 0.0 0.0 0.0 0.0 0.0

397.5A 585.5 100.0 100.0 98.5 9.0 97.11 96.3 95.3 93.4 85.8 50.9 10.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0

398.0000 585.1 100.0 100.0 99.4 96.7 96.5 1 98.3 97.9 96.5 81.2 19.0 3.7 0.7 0.1 0.1 0.0 0.0 0.0 0.0

398.2500 N/A 100.0 100.0 1100.0 100.0 100.0 99.9 99.7 99.0 196.2 86.1 70.4 43.8 19.1 13.8 0.0 0.01 0.0 0.0

398.5w0 585.0 1100.0 100.0 100.0 1100.0 1100.00 99.9 99.7 99.2 194.8 57.5 9.8 1.2 0.1 0.1 0.0 0.01 0.0 0.0

399.0001 584.8 100.0 100.0 100.01 99.81 99.8 99.7 99.6 99.5 99.2 97.1 86.1 30.2 0.61 0.1 0.0 0.01 0.0 0.0

399.75M0 584.0 100.0 100.0 100.0 110.0 99.9 99.9 99.8 99.7 99.3 96.2 95.1 39.0 I 0.5 0.1 0.0 0.0 0.0 0.0

401.0000 581.6 100.0 100.0 100.0l 99.5 198.7 197.7 96.2 93.6 83.6 68.3 61.6 43.7 2.1 0.3 0.0 0.0 0.0 0.0

401.5000 581.3 100.0 40.9 29.6 124.3 122.9 21.8 20.9 20.1 18.4 13.8 9.01 5.6 1.1 0.4 0.0 0.0 0.01 0.0

402.0000 580.7 100.0 76.1 52.4 133.9 127.5 22.3 18.3 14.9 10.2 5.4 2.01 0.7 0.0 0.0 0.0 0.0 0.01 0.0

403.0000 579.9 100.0 20.2 12.61 8.71 7.3 6.2 5.4 4.5 3.0 1.2 0.41 0.1 0.0 0.0 0.0 0.0 0.01 0.0

404.0000 576.3 100.0 98.7 96.4 194.9 193.7 92.2 89.7 85.4 71.7 37.11 5.5 0.6 0.1 0.0 0.0 0.0 0.0 0.0

404.5000 NC 100.0 100.0 100.0 1100.0 100.0 99.9 99.9 99.8 99.7 96.71 35.8 2.6 0.2 0.1 0.0 0.0 0.0 0.0

406.0000 NC I 100.0 I 100.0 I 100.0 100.0 1000 I 99.9 998 99.7 .995 95ý9 80.4 I 29.0 I 1.0 0.1 0.0 0.0 0.0 0.0

407.5000 NC 100.0 1O0.0 100.0 100.0 100.0 100.0 00.0 1100.0 10.0 1100.0 100.0 100.0 1 97.1 190.8 85.4 165.0 0.0 0.0

410.0000 NC 100.0 100.0 100.0 99.9 99.9 199.8 99.8 99.6 99.31 97.6 69.2 6.1 0.11 0.0 0.01 0.0 0.0 0.0

411.5000 NC 100.0 71.1 58.9 53.6 51.7 50.3 49.0 147.6 43.2 18.1 5.4 2.0 0.31 0.1 0.0 0.0 0.0 1 0.0

412.5000 NC I100.0 81.0 77.8 68.0 60.5 51.4 42.71 34.3 23.0 9.5 2.1 0.3 0.11 0.1 0.0 0.0 0.0 0.0

413.5000 NC 100.0 100.0 99.6 96.2 94.0 91.3 87.6 83.0 70.8 47.1 26.0 5.8 0.2 0.1 0.0 0.0 0.0 0.0

416.0000 NC 100.0 10.0 100.0 99.7 99.6 99.4 98.9 97.8 90.8 37.0 7.4 1.0 0.1 0.0 0.0 0.0 0.0 0.0

41 9.o NC 100.v 100.0 99.5 96.3 96.2 90 97.71 97.0 94.4 77.0 29.4 7.7 0.1 0.0 0.0 0.0 0.0 0.0

420.W0O0 NC 10.0 1100.0 100.0 100.0 10.0 99.9 99.7 99.5 95.8 61.3 15.7 2.2 0.1 0.0 0.0 0.0 0.0 0.0

423.0000 NC 100.0 100.0 100.0 99.5 99.2 96.7 98.3 97.3 93.1 74.1 48.9 17.0 0.2 0.0 0.0 0.0 0.0 0.0

424.5000 NC 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I100.0 100.0 94.11 88.1 74.2 50.2 0.0 0.0

425.5000 571.2 100.0 88.6 175.7 715 69.9 68.1 65.7 61.7 45.7 15.9 8.0 3.2 0.81 0.3 0.0 0.0 0.0 0.0

426.5000 56.3 100.0 100.0 10.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 79.01 73.3 64.3 16.1 0.0 0.0

428.0000 566.9 100.0 100.0 100.0 99.9 99.8 99.7 99.6 99.2 95.3 49.2 12.11 7.0 2.21 1.1 0.0 0.0 0.0 0.0

429.53000 565.4 1100.0 100.0 1100.0 1 993199.01 9.2 97.1 194.9 186.11 28.9 11.31 2.91 0.71 0.31 0.01 0.01 0.01 0.0

429.7500 565.1 100.0 100. 99.7 1994 99.3 199.1 99.0 96.7 197.4 88.0 1 .54 9.81 0.6 0.21 0.0 0.0 0.0 0.0

430.5000 564.5 1100.0 156.0 23.9 12.61 9.11 7.0 5.8 5.0 3.8 17 0.3 0.11 0.0 0.01 0.0 0.0 0.0 0.0

431.5000 563.5 10.0 1100.0 99.7 97.5 1 96.11 93.9 89.4 80.2 50.5 12.2 3.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0

433A 560.4 100.0 100.0 100.0 100.0 100.0I 99.9 999 99.8 99.4 93.5 52.0 24.6 0.5 0.1 0.0 0.0 0.0 0.0

433B 560.4 100.0 87.8 86.2 85.7 84.8 83.6 81.9 79.1 69.9 31.3 4.8 0.4 0.1 0.1 0.0 0.0 0.0 0.0

433.5000 559.8 100.0 100.0 94.8 89.6 87.6 85.5 82.4 77.6 65.4 39.8 12.5 2.11 0.1 0.1 0.0 0.01 0.01 0.0

A40
Table 12

435.5000 557.0 100.0 100.0 100.01 99.91 99.9 1 99.81 99.61 99.21 97.11 82141 38.6 12.1 7.2 7.1 0.0 0.01 0.0 0.0

436.7500 NC 100.0 100.0 100.0 I 100.0 10.0 1100.0 99.9 99.9 99.8 1 96.4A 72.1 38.7 1.1 0.1 0.0 0.0 0.0 vI

4385000 NC 100.0 100.0 100.0 994199.3199.1 98.9 98.6 96.8 85.1 48.81 22.2 0.6 0.1 0.0 0.0 0.0 0.0

439.5000 554.5 100.0 100.0 100.0 99.9 99.9 99.8 99.5 99.0 96.8 84.4 52.7131.4 17.3 16.4 0.0 0.0 0.0 0.0

441.0000 553.1 100.0 97.8 96&0 95.6 95.5 95.4 95.1 94.3 91.1 80.4 61.8 49.4 34.0 20.1 0.0 0.0 0.0 0.0

441.5000 552.2 100.0 100.0 100.0 99.7 99.01 97.8 96.0 92.4 78.7 38.3 10.01 4.2 1.7 0.6 0.0 0.0 0.0 0.0

442350o 551.8 100.0 100.0 100.0 l100.0 1100.0 99.9 99.7 99.61 96.6 64.01 4.61 0.4 0.2 0.1 0.0 0.0 0.0 0.0

443.5000 549.7 1000 10.0.0 I00.0 100.0 I 100.0I 99.9 99.9 199.8 199.71 96.41 38.11 1.8 0.1 0.1 0.0 0.0 0.0 0.0

"447.5000 NC 100.0 94.3 90.3 87.2 182.8 75.5 165.3 52.51 30.6 12.31 9.21 7.8 0.4 0.1 0.0 0.0 0.0 0.0

449.0000 NC I100.0 100.0 100.0I 99.3 199.2 96.91 98.0 96.0 89.51 73.1 142.9 11.9 0.6 0.1l 0.0 0.0 0.0 0.0

451.5000 NC I10.0 100.0 100.0 100.0 1100.0 100.0 l100.0 100.0 I0.0 100.0 1 100.0 100.0 100.01 94.81 90.8 70.8 62.4 0.0

452.5000m NU 100 100.0 1 100.0 100.0 1 99.9 99.9 99.8 99.7 96.71 41.8 3.1 0.71 0.41 0.21 0.0 0.0 0.0 0.0

454.0000 NC 100.0 100.0 100.0 100.0 1 1000100.0 1000 100.0 l10.0 100.0 I100.0 I100.0 99.2 93.4 90.1 70.5 52.1 0.0

454.5000 NC I00O0 85.6 56.0 37.6 132.3 27.5 23.6 19.6 12-5 14.9 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0

455.5000 NC 100.0 100.0 100.0 100.0 99.9 99.9 99.7 99.3 96.0 53.3 6.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0

456.5=0 548.2 100.0 100.0 10.0 99.6 1 99.4 99.3 99.1 98.6 95.4 69.3 23.9 2.7 0.1 0.1 0.0 0.0 0.0 0.0

457.5000 547.3 100.0O100.0 96.7 96.7 95.2 92.8 87.2 77.7 58-8 27.5 5.8 0.4 0.1 0.1 0.0 0.0 0.0 0.0

459.0000 546.0 100.0 56.2 50.4 49.6 49.0 48.1 45.8 40.7 26.7 7.7 1.7 0.5 0.1 0.1 0.0 0.0 0.0 0.0

459.25O0 545.5 1.0 100.0 99.4 96.4 95.0 92.9 89.2 82.5 68.4 49.3 32.1 18.8 2.5 0.8 0.0 0.0 0.0 0.0

460.5000 544.4 100.0 100.0 100.0 99.2 97.1 94.3 88.7 77.7 52.6 133.9 21.8 4.4 0.3 0.1 0.0 0.0 0.0 0.0

461.50001 543.6 100.0 100.0 100.0 l10.0 99.999999.8 99.2 84.0 130.1 13.0 3.." 0.3 0.1 0.0 0.0 0.0 0.0

462.0000 NC I100.0 76.1 62.6 55.9 53.0 50.6 48.5 43.5 37.21 13.3 5.1 0.9 0.1 0.0 0.0 0.0 0.0 0.0

464.0000 NC 100.0 100.0 100.0 97.7 97.0 96.0 94.3 89.9 75.61 27.5 3.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0

464.2500 NC 1000 100I1 .0 99.7 99.5 99.2 96.7 97.8 92.31 74.0 26.6 2.1 0.2 0.1 0.0 0.0 0.0 0.0

465.5000 NC 100.0 100.0 99.0 96.9 96.2 95.4 94.4 92.6 86.0 66.0 29.4 4.4 0.1 0.1 0.0 0.0 0.0 0.0

466.0000 NC 1000 1000 100.0 100.0 100.0 10.0 99.9 99.9 99.3 95.2 53.2 5.8 0.1 0.1 0.0 0.0 0.0 0.0

466.5000 NC 10.0 00 .0 00 .0 99.6 99.5 99.4 99.3 96.9 97.7 93.4 66.8 17.9 0.1 0.1 0.0 0.0 0.0 0.0

468.0000 NC 1LO.0 100.0 10.0 991 98.3 96.9 94.5 89.2 73.2 51.4 41.6 29.2 0.21 0.1 0.0 0.0 0.0 0.0

469.5000 NC 10.0 100 .0 100 .01 94.2 86.3 75.9 M4AI 52.4 42.6 39.3 38.7 37.2 1.2 0.2 0.0 0.0 0.0 0.0

470.5000 NC oo.0 I100.0 98.5 96.5 96.3 96.2 95.41 94.6 181.2 13.0 2.2 1.6 06 0.1 0.0 0.0 0.0 0.0

477-SO001 540.0 10.0 100 .0 100.0 994 98.6 947 192,71 605 18.7 3.0 0.3 0.2 0.1 0.1 0.01 0.0 0.0 0.0

474.0000 NC 100.0 1001 0 100.0 100.0 99.9 99.8 199.5 97.4 84.2 25.31 3.6 0.5 0.1 0.1 0.0 0.0 0.0 0.0

475.0000 NC 100.0 100.0 100.0 100.0 100.0 999999 99.8 94.2 42.9 7.1 0.6 0.1 0.1 0.0 0.0 0.01 0.0

475.7500 NC 100.0 90.5 89.8 89.5 89.3 89.2 89.1 89.0 88.6 73.7 14.4 0.7 0.1 0.1 0.0 0.0 0.0 0.0

476.2500 NC 100.0 10(.0 100.0 99.9 99.9 99.8 99.7 99.6 96.8 74.5 9.1 0.4 0.1 0.1 0.0 0.0 0.0 0.0

477.500 NC 100.0 100.0 100.0 96.2 98.0 97.9 97.6 96.01 85.4 71.3 55.5 11.7 0&1 0.1 0.0 0.0 k 0 0.0

479.7500 NC 1000IO0.0L 98.4 98.1 96.01 97.9 97.6 96.21 90.4 59.8 17.3 5.9 0.2 0.1 0.0 0.0 0.0 0.0

481.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 99.999.9 199.7 97.8 65.1 15.3 2.71 0.6 0.0 0.0 0.0 0.0

481.2500 NC 0oo00 70.1 53.6 146.91 44.8 43.51 42.3 39.8 131.8 19.5 7.3 1.7 0.1 0.1 0.0 0.0 0.0 0.0

481.750 NC 100.0 78.7 75.31 73.1 172-3 71.0 168.6 64.4 53.4 31.3 21.1 2.6 0.2 0.1 0.0 0.0 0.0 0.0

482.000 NC 110.0 100.0 1000 1100.0 1100.0 100.0 99.9 99.9 99.8 96.1 57.8 5.2 0.2 0.1 0.0 0.0 0.0 0.0

483.0001 NC 1100.0 110.0 10.0 1100.0 1100.0 1 100.0 99.9 99.6 95.9 68.6 23.4 2.9 0.1 0.1 0.0 0.0 0.0 0.0

484.000 538.6 100.0 100.0 100.0 100.0 1100.0 99.9 199.9 99.5 94.9 57.0 16.0 4.4 0.1 0.1 0.0 0.0 0.0 0.0

484.25001 53.4 100.0 80.2 13.1 0.71 0.21 0.11 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0

484.75001 537.9 100.0 100.0 90.2 78.5 67.0 52.5 136.6 21.6 8.1 2.8 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0

485.25A 537.4 100.0 100.0 10.0 99.9 99.9 99.2 98.2 94.5 73.1 22.0 3.6 0.6 0.1 0.1 0.0 0.0 0.0 0.0

485.25B 537.4 100.0 85.9 41.8 26.6 20.6 15.7 11.7 8.4 5.1 3.1 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0

486.00O 536.7 100.0 100.0 100.0 99.6 99.5 99.4 99.2 97.9 84.9 38.6 14.6 2.2 0.1 0.1 0.0 0.0 0.0 0.0

487.0000 535.8 100.0 100.0 100.0 97.7 97.6 97.1 95.8 89.9 63.6 30.5 21.7 17.8 1.1 0.2 0.0 0.0 0.0 0.0

488.5A 534.4 100.0 110.0 100.0 100.0 100.0 1 100.0 99.9 99.8 99.7 97.5 50.21 7.3 0.2 0.1 0.0 0.0 0.0 0.0

488.5 I 534.4 110.0 100.0 100.0 99.9 99.7 991 97.3 93.2 71.7 26.3 5.5 0.9 0.1 0.1 0.0 0.0 0.0 0.0

489.0000 534.1 10.0 I100.0 100.0 99.3 99.2 199.0 98.4 97.3 92.3 67.3 23.0 2.9 0.2 0.1 0.0 0.0 0.0 0.0

489.2500 533.9 100.0 100.0 100.0 100.0 100.0 1 100.0 1 100.0 10.0 11.0 100 01100.0 .0 100.0 92.0 1 80.6 1 59.2 34.9 27.3 0.0

489.5000 533.7 100.0 100.0 1 100.0 99.7 99..6"6 99.5 994 98.7 93.7 56.0 I 4.7 0.1 1 0.1 0.0 0.0 0.0 1 0.0

489.7500 533.6 100.0 92.5 189.51 88.2 87.2 86.4 185.2 83.2 72.3 36.5 7.0 0.4 1] 0.1 0.0 0.0 0.0 0.0

490.0W0 533.4 100.0 100.0 1100.0 1100.0 100.0 1100.0 99,9 99.8 .997 98.0 i 66.3 7.3 0.1 0.1 0.0 0.0 0.0 0.0

490.5A 53M.8 100.0 100.0 1100.0 100.0 I10.00 100.0 99.9 99.9 993 79.3 36.6 3.5 0.1 0.1 0.0 0.0 &0 0.0

490.5 B 532.8 100.0 96.4 1 97.0 95.3 94.4 92.9 90.8 88.0 80.9 47.4 10.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0

491.0000 532.1 100.0 I1000 100.0 99.8 W997 9 996 993 ".990 96.3 93.2 43.8 3.9 0.1 0.1 0.0 0.0 0.0 0.0

491.2500 531.8 100.0 100.0 100.0 99.9 A998 I .998 99.7 99.7 A994 93.5 44.6 3.9 0.0 0.0 0.0 0.0 0.0 0.0

492.5000 530.4 100.0 100.0 100.0 100.0 998 99.2 96.3 97.0 93.8 86.8 77.3 52.3 1.4 0.4 0.0 0.0 0.0 0.0

A41
rab;a i 2

493.5000 529-4 100.0 80.8 65.4 51.1 I 44.3 38.4 32.8 26.1 14.2 5.8 3.2 1.1 0.1 0.1 0.0 0.0 0.0 0.0

494.0000 528.9 100.0 72.9 56.6 50.8 48.1 45.3 42.6 38.3 24.8 8.8 4.3 2.0 0.2 0.0 0.0 0.0 0.0 0.0

494.50001 528.4 100.0 100.0 96.4 96.1 96.1 96.0 95.9 95.5 91.1 44.1 5.9 0.6 0.1 0.0 0.0 0.0 0.0 0.0

496.0000 526.0 100.0 100.0 100.0 100.0l 99.9 99.9 99.7 99.6 98.9 89.8 30.7 6.4 0.2 0.1 0.0 0.0 0.0 0.0

497.0000 525.9 100.0 100.0 100.0 98.6 I 97.0 95.0 91.7 86.1 73.8 58.5 29.0 10.4 0.4 0.1 0.0 0.0 0.0 0.0

498.75W0 524.4 100.0 100.0 100.0 100.0 " 99.9 99.7 99.4 99.0 97.2 91.0 I 78.5 32.4 3.7 0.4 0.0 0.0 0.0 0.0

504.0.• 523.0 100.0 100.0 100.0 96.50 94.1 91.1 86.7 80.0 61.8 21.1 3.0 0.5 0.1 0.1 0.0 0.0 0.0 0.0

501.5000 521.4 100.0 68.1 58.6 48.91 45.0 44.2 40.2 38.0 33.6 20.4 9.1 3.9 0.3 0.1 0.0 0.0 0.0 0.0

502.0fXw) 520.9 100.0 100.0 100.0I 99.8 99.6 99.2 98.4 96.3 80.4 34.6 8.1 0.8 0.1 0.1 0.0 0.0 0.0 0.0

503.5000 519.0 100.0 100.0 100.0l 99.7 99.1 896.4 972 95.4 87.6 57.1 24.3 2.9 0.1 0.1 0.0 0.0 0.0 0.0

505.5000 516.3 100.0 100.0 I 100.0 I 92.9 91.3 90.0 88.4 86.3 80.1 61.9 36.2 12.9 1.9 1.0 0.0 0.0 0.0 0.0

507.f000 NC 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 96.8 80.0 42.7 7.6 0.7 0.2 0.0 0.0 0.0 0.0

508.7500 NC 100.0 100.0 100.0I 99.4 896.9 96.2 96.4 91.6 71.5 32.4 11.2 2.5 0.2 0.1 0.0 0.0 0.0 0.0

510.5000 NC 100.0 100.0 100.0 99.4 99.0 96.7 98.4 97.7 93.7 58.0 9.5 2.0 0.1 0.1 0.0 0.0 0.0 0.0

512.2500 NC 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.1 90.9 66.8 31.9 4.1 1A 0.0 0.0 0.0 0.0

513.0000 513.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.7 99.6 96.7 82.1 24.6 9.9 0.9 0.0 0.0 0.0 0.0

514.0000 511.6 100.0 1.5 1.1 1.0 1.0 1.0 0.9 0.8 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0

514.5000 511.2 100.0 68.2 68.1 67.6 67.5 67.3 67.1 66.8 65.2 53.5 17.7 2.0 0.1 0.1 0.0 0.0 0.0 0.0

515.0000 510.8 100.0 100.0 100.0 98.6 96.1 97.3 96.2 94.4 88.6 72.1 22.9 1.5 0.1 0.1 0.0 0.0 0.0 0.0

517.0l0 508.8 100.0 100.0 93.9 92.5 92.1 91.7 91.1 89.7 83.5 65.4 52.6 23.8 1.2 0.1 0.0 0.0 0.0 0.0

518.0000 507.6 100.0 100.0 96.51 93.4 91.7 89.5 85.0 76.9 54.2 24.1 7.8 2.9 0.1 0.1 0.0 0.0 0.0 0.0

519.5000 NC 100.0 97.3 92.9 89.1 86.7 83.0 78.0 71.2 53.5 24.9 6.6 1.8 0.1 0.1 0.0 0.0 0.0 0.0

520.5000 NC 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 98.5 73.6 26.2 3.3 0.1 0.1 0.0 0.0 0.0 0.0

521.7500 NC 100.0 100.0 100.0 99.6 99.5 99.2 98.9 98.3 96.7 93.2 57.9 5.0 0.1 0.1 0.0 0.0 0.0 0.0

522.5 NC 100.0 100.0 100.0 99.9 99.8 99.7 99.5 98.6 94.0 63.3 22.8 5.0 0.1 0.1 0.0 0.0 0.0 0.0

523.5000 NC 100.0 100.0 100.0 100.0l 99.9 99.5 99.0 98.5 96.9 88.3 67.9 62.0 14.0 3.7 0.0 0.0 0.0 0.0

526.0000 NC 100.0 100.0 100.0 99.0 98.4 97.9 97.3 96.3 92.6 71.5 28.2 15.5 1.4 0.3 0.0 0.0 0.0 0.0

526.7500 NC 100.0 100.0 100.0I 99.9 99.8 99.7 99.6 99.1 97.9 94.4 83.6 15.3 0.2 0.1 0.0 0.0 0.0 0.0

527.2500 NC 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.61 98.7 89.1 15.4 0.1 0.1 0.0 0.0 0.0 0.0

528.0•00 NC 100.0 100.0 100.0I 99.9 99.8 99.7 99.6 99.3 98.5 96.2 80.3 9.4 0.1 0.1 0.0 0.0 0.0 0.0

530.O00 499.8 100.0 100.0 I 100.0 j 100.0 100.0 100.0 100.0 99.9 99.7 92.8 49.7 3.9 0.1 0.1 0.0 0.0 0.0 0.0

530.5000 499.6 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.4 91.8 70.4 20.6 0.1 0.1 0.0 0.0 0.0 0.0

532.0000 497.7 100.0 100.0 100.0 100.0 100.0 99"999.999.8 99.8 98.5 91.8 24.1 0.2 0.1 0.0 0.0 0.0 0.0

533.50W 496.5 100.0 100.0 100.0l 99"4 993 99.1 96.5 97.5 93.8 77.7 49.7 11.8 0.1 0.1 0.0 0.0 0.0 0.0

536.0000 494.1 100.0 100.0 100.0 99.5 99.2 96.4 96.6 92.5 77.4 40.7 12.9 3.7 0.2 0.1 0.0 0.0 0.0 0.0

537.0000 492.9 100.0 84.1 81.41 78.1 75.6 72.6 68.3 62.3 48.8 27.6 14.8 5.1 0.1 0.0 0.0 0.0 0.0 0.0

537.500W 492.3 100.0 100.0 100.0 99.9 99.7 99.5 99.2 97.3 85.7 37.1 9.5 1.7 0.1 0.1 0.0 0.0 0.0 0.0

538.5000 491.0 100.0 100.0 100.0 96.8 96.1 97.0 95.4 92.7 82.3 42.2 13.0 3.4 0.1 0.1 0.0 0.0 0.0 0.0

538.7500 490.7 100.0 93.8 92.8 92.1 91.7 91.1 89.4 85.8 73.7 34.2 6.4 1.0 0.1 0.1 0.0 0.0 0.0 0.0

539A 490.4 100.0 100.0l 98.8 97.4 96.5 95.2 92.8 88.5 74.1 35.4 6.3 0.9 0.1 0.1 0.0 0.0 0.0 0.0

5398 490.4 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.2 94.6 65.0 16.5 0.2 0.1 0.0 0.0 0.0 0.0

539.2500 490.0 100.0 100.0 I 100.0 100.0 100.0 99.9 99.8 99.8 99.5 94.7 59.2 16.4 0.1 0.1 0.0 0.0 0.0 0.0

539.7500 489.4 100.0 100.0 100.0 99.9 99.6 99.3 99.2 99.1 98.7 97.2 93.0 78.1 2.2 0.4 0.0 0.0 0.0 0.0

540.001 489.1 100.0 100.0 100.0 99.9 99.8 99.5 98.8 97.1 88.9 46.2 9.3 2.0 0.2 0.1 0.0 0.0 0.0 0.0

540.2500 488.8 100.0 97.91 89.9 88.1 87.2 86.4 84.9 81.9 70.2 30.7 5.3 0.5 0.1 0.1 0.0 0.0 0.0 0.0

540.25 A 488.8 100.0 100.0I 98.6 96.9 95.5 93.8 90.7 83.6 59.3 17.4 2.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0

541.2500 487.6 100,0 100.0 100.9 100.0 100.0 99.9 99.9 99.8 99.8 99.4 87.6 19.8 0.2 0.1 0.0 0.0 0.0 0.0

541.5000 487.5 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.6 97.9 81.1 31.5 10.3 10.0 0.0 0.0 9.0 0.0

543.7500 485.8 100.0 100.0 100.0 I100.0 100.0 99999.9 99.8 98.1 59.8 14.9 1.9 0.1 0.1 0.0 0.0 0.0 0.0

546.250 483.4 100.0 100.0 1000 100.0 100.0 99999.8 99.8 96.8 60.5 9.4 0.5 0.1 0.1 0.0 0.0 0.0 0.0

548.0000 480.7 100.0 I100.0 98.3 94.6 93.0 91.9 90.31 87.6 79.1 60.2 37.0 70 0.3 0.1 0.0 0.0 0.0 0.0

548.5M 480.2 100.0 34.4 27.2 22.2 20.1 18.1 16.1 13.9 9.9 5.3 2.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0

549.0000 479.6 100.0 97.2 93.9 90.8 88.5 861 83.1 78.3 65.8 41.3 11.0 1.0 0.1 0.1 0.0 0.0 0.0 0.0

549.5000 479.1 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 99.3 87.4 30.7 7.4 0.2 0.1 0.0 0.0 0.0 0a0

551.0000 477.5 100.0 98.5 94.5 89.5 86.2 81.7 75.3 65.9 46.0 15.8 3.5 0.9 0.1 0.0 0.0 0.0 0.0 0.0

554.0000 474.3 100.0 100.0 100.0 99.8 99.7 99.6 99.3 97.2 76.1 17.8 6.5 3.7 0.6 0.2 0.0 0.0 0.0 0.0

555.0000 473.2 100.0 84.2 83.0 82.5 81.9 80.3 77.1 69.4 38.5 5.8 2-4 1.4 0.1 0.0 0.0 0.0 0.0 00

556.0000 472.5 I100.0 100.0 100.0 997 99.5 994 991 97.9 92.8 79.5 59.3 22.7 0.3 0,0 0.0 0.0 0.0 0.0

5585000 470.6 100.0 100.0 100.0 99.5 99.4 99.2 988 97.4 90.5 66.7 33.2 16.8 0.9 0.1 0.0 0.0 0.0 0.0

560.000 469.1 100.0 100.0 1000 99.8 99.6 99.3 998 197.5 91.9 74.6 4821 7.4 0.1 0.0 0.0 0.0 00 0.0

560..001 ,468.6 100.0 100.0 99.8 96.9 98.8 9.5 198.1 97.2 92.8 75.7 "T73 51 0.1 0.0 0.0 0,0 0,0 00

A42
Table 12

563.5MI 465.6 100.0 100.0 100.01 99.81 99.7 99.2 97.3) 92.71 75.6 35.21 14.2 4.6 0.4 O.1 0.0 0.00 0.0 0.0

565.0000 NC 100.0 97.5 94.51 92.51 91.2 88.9 85.21 78.5 57.0 17.3 2.1 0.2 O.l 0.1 1 0.0 0.0 0.0 0.0

566,500 NC, o0.0 1o0.0 100. 9.4 199.4 99.1 9.7 9.0 94.0 60.7 12.5 1.0 0.1 0.1 0.0 0.0 0.0 0.0

568.0000 NC 100.0 100.0 98.6 94.11 90.4 85.1 77.8 68.0 51.0 26.4 4.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0

569.540 NC 100.0 100.0 97.8 97.4 97.3 97.1 96.9 96.4 94.7 86.9 30.6 2.3 0.1 0.1 0.0 0.0 0.0 0.0

570.7500 NC 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.3 64.3 34.0 27.1 0.0

572.5000 NC I00.0 100.0I100.0 100.0 100.0 99.9 99.9 99.7 95. 1 54.1 18.8 9.0 1.4 0.3 0.0 0.0 0.0 0.0

573.5000 NC 100.0 95.5) 86.2 82.7 81.6 80.3 78.4 74.7 57.8 19.3 3.6 1.0 0.1 0.1 0.0 0.0 0.0 0.0

575.0000 NC 100.0 5.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

575.50M0 NC 100.0) 32.5 27.4 23.7 22.1 20.6 18.7 16.4 11.0 3.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0

577.0000 NC 100.0 100.0 95.5 92.5 90.7 88.3 84.6 77.6 53.8 17.4 2.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0

578.0000 460.0 I10.0 ) 100.0 I 100.0 99.9 99.9 99.8 99.8 99.2 94.0 61.9 24.1 4.0 0.1 0.1 0.0 0.0 0.0 0.0

579.0000 458.9 100.0 100.0 100.0 99.1 98.9 98.6 98.1 96.9 89.5 66.8 32.5 4.2 0.1 0.1 0.0 0.0 0.0 0.0

580.0000 458.1 100.0 100.0 100.0 99.098.7 98.5 98.2 97.5 89.3 37.5 14.8 8.9 0.3 0.1 0.0 0.0 0.0 0.0

581.0000) 457.0 100.0 55.9 41.5 34.7 32.0 30.0 28.2 26.2 20.8 9.9 5.4 3.9 0.2 0.1 0.0 0.0 0.0) nf

581.7500 455.8 100.0 100.0 100.0 100.0 99.9 99.7 99.2 96.1 71.9 25.5 12.2 8.4 0.6 0.1 0.0 0.0 0.0 0.0

583.0000 454.8 100.0 74.6 69.9 65.8 63.7 62.1) 59.9 54.9 36.6 10.0 1.9 0.6 0.1 0.0 0.0 0.0 0.0 0.0

583.5=00 454.0 100.0 89.3) 86.5 85.4 84.9 84.2 81.8 75.6 49.9 13.3 1.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0

586.2500 451.0 100.0 98.2 94.5 93.4 92.8 92.3 91.1 88.6 78.9 45.0 10.2 3.1 0.2 0.1 0.0 0.0 0.0 0.0

586.7500 NC 100.0 100.0 99.0 96.6 95.6 94.4 91.6 86.7 69.8 29.7 6.9 2.5 2.0 2.0 0.0 0.0 0.0 0.0

588.0)0 NC 100.0I 69.5 62.1) 58.1 573 56.3 55.0 51.6) 35.2 11.3 4.1 2.4 0.1) 0.0 0.0 0.0) 0.0 0.

589.0000 NC 100.0 100.0 100.0 100.0 99.8 99.8 99.6 99.2 95.7 59.9 14.7 1.4 0.1 0.1 0.0 0.0 0.0 0.0

590.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 93.6 80.5 39.4 31.3 0.0

591.0000 NC 100.0 100.0 100.0 98.4 98.1 97.8 97.2 96.2 )90.5 65.0 22.7 3.0 0.7 0.6 0.0 0.0 0.0 0.0

593.0000 NC 100.0 100.0 100.0 998)99.7 99.3 98.3 96.9 91.8 72.0 44.5 5.4 0.2 0.1 0.0 0.0 0.0 0.0

595.0000 444.1 100.0 100.0 ) 1)0.0 98.3 96.9 94.5 90.8 85.9 73.6 31.5 11.7 7.3 0.5) 0.2 0.0 0.0 0.0 0.0

595.2500 443.8 100.0 97.7 92.6 90.8 90.4 90.3 90.2 90.1 89.3 83.2 46.4 15.3 1.0) 0.2 0.0 0.0 0.0 0.0

595.5000 443.6 100.0 74.8 71.8 68.0 65.3 62.0 56.5 48.7 32.1 10.3 2.9 1.6 0.1) 0.0 0.0 0.0 0.0 0.0

595.5 A 443.6 100.0 100.0 100.0 I 100.0 100.0 100.0 100.0 1 99.9 .9 I 99.6 97.3 56.3 2.6 1.0 0.0 0.0 0.0 0.0

595.7500 443.3 100.0 28.4 23.0 21.0 20.4 20.0 19.6 19.1 16.7 8.9 2.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0

595.75A 443.3 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.7 99.6 98.9 83.7 5.3 1.2 0.0 0.0 0.0 0.0

596.2500 4428 1100.0 74.1 62.0 60.1 58.6 57.7 56.9 55.8 49.0 24.4 6.1 0.9 0.1 0.1 0.0) 0.0 0.0 0.0

596.5000 442.5 100.0 8.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0) 0.0 0.0 0.0

596.5A 442.5 100.0 100.0 100.0 99.3 98.4 96.7 93.5 87.6 67.6 22.7 3.4 1.8 0.1 0.1 0.0) 0.0 0.0 0.0

596.75%0 442.3 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.6 97.6 85.4 32.8 3.0 0.1 0.1 0.0 0.0 0.0 0.0

597.00)0 442.0 100.0 72.9 68.3 65.9 64.5 63.3 61.4 58.9 54.5 47.9 33.8 6.8 0.1 0.1 0.0 0.0 0.0 0.0

597A 442.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.5 80.1 1.7 0.2 0.0 0.0 0.0 0.0

597.5000 441.5 100.0 100.0 99.2 93.9 90.4 84.7 75.2 60.7 30.1 4.8 1.0 0.3 0.1 0.1 0.0 0.0 0.0 0.0

597.5A 441.5 100.0 010.0 010.0 100.0 100.0 99.9 99.9 99.8 97.3 79.2 31.0 3.3 0.1 0.1 0.0 0.0 0.0 0.0

598.0000 441.0 10.0 10.0 )10.0 10)0.0 99.9 99.9 99.8 99.8 99.5 96.1 84.3 34.3 0.1 0.1 0.0 0.0 0.0 0.0

598.2500 440.7 100.0 88.9 85.0 80.2 77.7 74.2 69.5 61.4 36.6 8.6 1.8 0.4 0.1 0.1 0.0 0.0 0.0 0.0

598.5000 440.4 100.0 95.8 93.2 92.8 92.6 92.2 91.1 88.0 72.8 24.5 2.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0

598.5A 440.4 100.0 100.0 100.0 100.0 100.0 1 99.9 99.9 99.8 99.5 96.2 82.6 49.1 1 0.3 0.1 0.0 0.0 0.0 0.0

599.0000 439.9 100.0 97.6 92.1 90.4 89.9 89.1 87.7 84.7 73.0 49.4 16.3 1.4 0.1 0.1 0.0 0.0 0.0 0.0

599A 439.9 100.0 100.0 100.0 100.0 )10.0 0 .9 99.9 99.8 99.4 97.9 95.9 63.5 0.4 0.1 0.0 0.0 0.0 0.0

599.5000) 439.4 100,0 100.0 100.0 96.6 93.5 89.7 84.0 75.8 51.8 13.7 2.7 0.4 0.1 0.1 0.0 0.0 0.0 0.0

599.5A 439.4 100.0 10.0 )100.0 100.0 100.0 99.9 99.9 99.4 93.6 59.7 21.4 8.2 0.1 0.1 0.0 0.0 0.0 0.0

599.7500 4391)010 100.0 10)0.0 999 99.8)"9.4 98.5 96.7 88.5 613 45.9 41.9 5.6 1.9 0.0 0.0 0.0 0.0

600.0000 438.9 100.0 100.0 10.0 99999.8 99.6 99.2 98.1 90.9 56.8 13.2 1.2 0.1 0.1 0.0 0.0 0.0 0.0

600A 438.9 100.0 100.0 10.0 99.8 99.7 996 99.5 99.1 93.1 52.7 12.5 2.2 0.1 0.1 0.0 0.0 0.0 0.0

600.5000 4383 100.0 0100.0 100 0 100.0 1000)100.0 99.9 ).99.5 95.4 73.0 13.6 0.1 0.1 0.0 0.0 0.0 0.0

601.6000 437.2 100.0 )10.0 )10.0 100.0 100.0 100.0 99.9 99.9 99.5 97.1 82.8 15.9 0.2 0.0 0.0 0.0 0.0 0.0

601.7500) 437.0 100.0 100.0 100.0 10.0)10.0 99.9 99.8 99.7 97.9 89.5 65.6 12.5 0.1 0.1 0.0 0.0 0.0 0.0

602.5W0 436.2 100.0 MOLD 100.0 100.0 )0 .0)99.9 99.9)99.6 9B.998.4 98.0 96.9 84.6 3.3 0.7 0.0 0.0 0.0 0.0

603.0000 435.7 100.0 67.9 62.4 61.3 60.9 60.5 59.9 58.8 55.4 47.9 40.5 28.6 4.1 2.9) 0.0 0.0 0.0 0.0

804.7500 434.0 110.0 100.0 100.0 99.1 990 98.7 98.1 95.4 72.4 26.3 8.5 3.5 0.2 0.1 0.0 0.0 0.0 0.0

605.7500 433. 100.0 100.0 100.0 I0.0 100.0 99.9 99-9 99.8 99.7)98.7 85.0 16.2 0.2 0.1 0.0 0.0 0.0 0.0

606A 432.9 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 97.5 78.6 0.2 0.1 0.0 0.0 0.0 0.0

806.0000 432.9 100.0 100.0 I).0 100.0 99.9 99.9 99.8 )9.5 77.7 18.3 4.7 1.2 0.1 0.0 0.0 0.0 0.0 0.0

806.5000 432.4 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.7 99.3 90.8 19.2 0.2 0.1 0.0 0.0 0.0 0.0

W6067,A' 1 432.2) 10.0 00.0 1 10.0 )100.0 100.0 100.0 99.9 99.8 97.8 73.1) 19.1 2.1 0.1 0.1 0.0 0.0 0.0 0.0

A43
Table 12

607.5000 431.5 100.0 100.0 100.0 100.0 100.01 99.9 99.9 99.8 99.7 98.5 94.01 58.3 0.9 0.1 0.0 0.0 0.0 0.0

608.0000 431.0 100.0l10100. 100.0 99.6 99.3 98.81 98.1 966 90.0 71.7 348 4.5 0.2 0.11 o. 0 0.0 0.0 0.0

608.2500 430.8 100.0 100.0 100.0 99.6 99.1 98.61 97.7 96.6 91.6 64.7 21.6 3.5 0.1 0.1 0.0 0.0 0.0 0.0

608.5M0 430.6 100.0 100.0 100.0 100.0 100.0 100.01 99.9 99.9 97.7 75.3 47.4 26.6 0.9 0.1 0.0 0.0 no 0.0

609.0000 430.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 97.5 74.4 I17.8 0.2 0.1 0.0 0.0 0.0 0.0

609.5000 429.7 100.0 93-5 89.8 86.5 85.01 83.2 81.0 77.11 66.1 43.3 16.2 2.9 0.1 0.0 0.0 0.0 0.0 0.0

610.(000 429.2 100.0 100.0 100.0 99.3 99.2 99.1 98.9 98.1 92.4 69.2 28.9 3.3 0.1 0.1 0.0 0.0 0.0 0.0

611n.6o 428.5 100.0 i100.0 100.0 100.0 99.8 99.7 99.6 99.4 97.3 78.7 19.7 1.7 0.1 0.1 0.0 0.0 001 0.0

612.0000 427.3 100.0 100.0 95.9 93.2 91.9 90.2 88.2 83.8 61.1 20.1 7.0 4.8 0.9 0.2 0.0 0.0 0.0 0.0

612.2500 427.0 100.0 100.0 100.0 99.6 99.6 99.5 99.4 99.1 97.0 77.9 37.3 8.7 0.6 0.2 0.0 0.0 0.0 0.0

613.O0D0 426.1 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99,3 99.3 56.0 13.7 2.5 0.1 0.1 0.0 0.0 0.0 0.0

614.0000 NC 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.9 99.8 99.8 99.4 27.3 4.5 1.5 0.0 0.0 0.0 0.0

614A NC 100.0 100.0 100.0 100.0 100,0 100.0 100.0 99.8 99.5 98.4 90.1 69.8 152.11 48.8 00 0.0 0.0 0.0

615.0000 NC 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.4 94.4 60.3 22.1 6.1 0.81 0.6 0.0 0.0 0.0 0.0

617.0000 NC 100.0 100.0 100.0 99.8 99.5 99.4 99.0 97.6 89.6 56.4 23.5 7'7 0.31 0.1 0.0 0.0 0.0 0.0

619.0000 NC 100.0 83.6 67.8 64.5 63.0 62.0 60.8 5912 51.0 30.1 19.5 15.2 11.2 10.7 0.0 0.0 0.0 0.0

620.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.01 100.0 93.8 71.5 63.9 42.8 30.2 0.0

625.0W0 NC 100.0 100.0 94.1 89.9 87.1 83.4 77.1 6515 38.1 13.51 4.41 0.5 0.1 0.1 0.0 0.0 0.0 0.0

628.0000 421.6 100.0 100.0 100.0 100.0 100.0 1100.0 99.9 99.8 99.3 97.0 195.81 94.1 10.0 1.6 0.0 0.0 0.0 0.0

630.0000 418.3 100.0 100.0 98.4 97.2 96.71 96.0 94.6 90,8 72.6 39.21 10.51 3.3 0.4 0.2 0.0 0.0 0.0 0.0

631.000 417.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.9 98.7 88.71 50.31 7.0 0.4 0.1 0.0 0.0 0.0 0.0

631A 417.0 100.0 100.0 100.0 100.0 99.9 99.91 99.7 9911 94.7 60.51 12.61 1.1 0.1 0.1 0.0 0.0 0.0 0.0

633.0000 415.3 100.0 100.0 100.0 99.4 99.3 99.1 98.8 9863 93.2 81.5 73.3 57.7I 3.2 0.4 0.0 0.0 0.0 0.0

633A 415.3 100.0 100.0 99.3 98.3 97.5 96.7 95.4 91.9 73.5 23.0 4.6 0.9 0.1 0.1 0.0 0.0 0.0 0.0

635.O0D0 412.3 100.0 I00.0 100.0 100.0 99.9 99.9 99.8 99.7 96.4 55.7 9.8 2.1 0.1 0.1 0.0 0.0 0.0 0.0

638.0000 409.0 100.0 100.0 100.0 100.0 100.0 100.0 I 100.0 100.0 100.0 100.0 100.0 100.0 I 100.0 95.4 90.4 42.5 28.7 0.0

639.0000 NC 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 96.1 74.6 43.0 20.31 0.9 0.1 0.0 0.0 01 0.0

640.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.7 99.5 99.0 98.5 69.5 28.2 0.0 0.0 0.0 0.0

642.0000 NC 100.0 100.0 100.0 100,0 100.0 100.0 99.9 99.9 99.7 99.1 98.3 97.4I 36.5 12.1 0.0 0.0 0.0 0.0

643.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.8 91.3 81.7 49.9 0.0 0.0

647.0000 NC 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I 95.5 88.5 77.9 47.7 32.4 0.0

648.0000 406.8 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.1 93.8 59.0 15.3 2.9 0.5 0.2 0.0 0.0 0.0 0.0

650.0000 405.1 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.6 98.4 91.6 73.8 35.4 1.5 0.3 0.0 0.0 0.0 0.0

657.0000 396.8 100.0 73.4 56.1 52.2 50.8 49.6 48.0 44.3 29.3 14.3 4.6 1.2 0.4 0.2 0.0 0.0 0.0 0.0

659.0•0 395.3 100.0 100.0 100.0 100.0 99.9 99.7 99.5 99.1 95.5 83.7 64.4 8.5 0.2 0.1 0.0 0.0 0.0 0.0

659A 395.3 100.0 100.0 100.0 99.9 99.9 99.8 99.6 99.0 92.9 62.2 23.9 3.0 0.3 0.1 0.0 0.0 0.0 0.0

662.0000 392.1 100.0 100.0 100.0 97.1 94.4 92.11 89.8 86.6 74.5 50.0 27.3 12.5 6-9 6.3 0.0 0.0 0.0 0.0

666,0000 NC 100.0 100.0 98.6 98.2 97.3 96.5 95.3 92.7 " 78.7 37.1 9.4 1.4 0.1 0.1 0.0 0.0 0.0 0.0

670.0000 NC 100.0 67.2 60.1 57.2 55.9 54.8 53.6 51.8 44.8 20.8 6.0 1.4 0.3 0.1 0.0 0.0 0.0 0.0

671.O000 NC 100.0 100.0 100.0 99.7 99.6 99.4 99.3 98.9 97.4 88.3 38.4 4.1 0.1 0.1 0.0 0.0 0.0 0.0

676.0000 381.7 100.0 78.7 71.51 67.5 66.4 65.8 64.6 62.4 51.3 25.5 10.0 3.8 0.4 0.1 0.0 0.0 0.0 0.0

683.0000 374.5 1100.0 100.0 99.2 197.3 954 93.7 90.5 85.0 65.8 35.9 15.7 6.1 0.4 0.2 0.0 0.0 0.0 0.0

687.0000 370.7 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.7 9&.3 74.8 32.9 4.4 0.1 0.11 0.0 0.0 0.0 0.0

689.0000 368.7 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 98.6 92.1 84.5 51.4 1.8 0.4 0.0 0.0 0.0 0.0

693.000 NC 100.0 100.0 100.0 99.9 99.7 A994 99-0 98.2 94.7 75.7 42.4 11.3 0.2 0.1 0.0 0.0 0.0 0.0

696.0000 NC 100.0 100.0 100.0 100.0 100.0 99.99199.9 99.8 99.4 91.4 40.0 3.3 0.21 0.1 0.0 0.0 0.0 0.0

701.0000 NC 100.0 100.0 98.9 96.4 96.0 95.4 94.3 90.7 57.2 6.9 1.9 0.6 0.1 0.1 0.0 0.0 0.0 0.0

708.5000 360.7 100.0 100.0 97-4 96.3 96.2 95.7 95.0 93.1 71.3 29.6 11.9 1.6 0.1 0.1 0.0 0.0 0.0 0.0

709.001 3602 100.0 100.0 100.0 100.0 100.0 100.0 I 99.9 99.9 99.7 97.7 77.4 I 12.0 0.4 0.1 0.0 0.0 0.0 0.0

710.0000 359.2 100.0 100.0 1100.0 00.0 10001 99.9 99.9 99.8 99.7 98.9 92.1 42.31 0.8 0.2 0.0 0.0 0.0 0.0

710.7500 358.5 100.0 90.7 86.6 80.6 77.9 75.9 72.1 66.8 51.9 15.1 2.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0

711. 000 358.2 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.7 99.4 97.7 83.7 31.4 0.6 0.1 0.0 0.0 0.0 0.0

712.25001 357.0 1100.0 191.5 185.6 184.11 83.7 83.5 183.21 82.41 75 1 40.11 6.81 0.6 0.11 0.01 0.01 0.01 0.0 0.0

7130000 356.2 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.7 A9.1 86.0 38.4 4.1 0.1 0.1 0.0 0.0 0.0 0.0

713A 356.2 100.0 100.0 100.0 100.0 100.0 10001 999 99.9 99.8 99.6 95.3 37.7 1.1 0.2 0.0 0.0 0.0 0.0

715.7500 35312 100.0 100.0 100.0 100ý0 1000 99.8 99.7 99.5 98.1 88.9 69.8 280 0.7 0.1 0.0 0.0 0.0 0.0

716.2W00 3M2.7 100.0 91.1 854 82.9 82.3 81.5 80,7 79.6 73.5 46.7 16.8 6.4 0.3 0.1 00 00 00 0.0

718.5000 350.3 100.0 100.0 100.0 100.0 100.0 999 99.9 99.6 97.0 86.2 48.5 6.1 01 0.1 0.0 0.0 0.0 0.0

7200000 348.7 100.0 100.0 99%1 98.4 98.4 98.1 97.8 97.0 91.3 65.4 22.6 5.21 0.1 0.1 00 00 00 0.0

722 q001 3460 100.0 1000 10J.0 100.0 99.9 99.8 99.7 996 97.5 74.7 32.7 8.0 0.2 0.1 0.0 00 00 0.0

723.5000 NC 100.0 100.0 100.0 100.0 100.0 ". 99.9 9998 99.3 95.0 84.91 68.5 9.2 10 0.0 0.01 00 00

A44
Table 12

725.5000 NC I100.0 1100.0 99.5 98.6 97.9 97.2 96.0 93.7 81.1 31.31 6.3 1.3 012 0.1 0.0 0.0 0.0 0.0

728.5000 NC ioo.0 100.0l 100.0 100.0 i100.0 100.0 99.9 99.9 99.7 99.4 99.0 97.5 11.2 2.3 0.0 0.0 0.0 0.0

733.o000 NC io0.0 1o00.o 99.5 98.3 97.7 97.2 96.1 94.3 87.0 72.6 35.3 10.9 0.4 0.1 0.0 0.0 0.0 0.0

736.o0O NC110.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.6 93.8 51.1 12.9 0.6 o. 0.0o 0.0 0.0 0,0

740.0000 337.1 100.0 I100.0 100.0 99.1 98.8 98.6 98.1 97.5 95.2 84.8 39.6 5.2 0.5 0.1 0.0 0.0 0.01 0.0

742.0OD 335.4 100.0 I100.0I 99.7 97.0 95.3 92.9 88.5 82.3 56.5 15.9 5.6 2.3 0.3 0.1 0.0 0.0 0.0 0.0

745.W00 331.8 100.0 I 100.0 1 100.0 100.0 100.0 99.9 99.8 99.7 99.6 95.8 46.0 I11.0 0.2 0.1I 0.0 0.0 0.0 0.0

749,000 326.5 1100.0 100.01 99.1 97.2 95.8 94.6 91.0 84.5 59.6 15.5 2.4 0.7 0.1 0.1 0.0 0.0 0.0 0.0

752.0000 323.5 100.0 I 100.0 1 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.6 85.5 1.5 0.3 0.0 0.0 0.0 0.0

756.5}000 318.9 100.0 100.0 100.0 100.0 100.0 99.9 99.5 98.8 95.9 88.8 82.8 78.9 62.8 55.9 0.0 0.0 0.0 0.0

757,080W 318.4 10(.0 0 100.0 J 100.0 100.0 I100.0 I100.0 100.0 I 100.0 1 100.0 100.0 I100.0 I100.0 I100.0 I100.0 I100.0 1 74.3 0.0 0.0

758.5000 316.6 100.0 100.0 100.0 99.9 99.2 98.2 96.6 95.1 88.9 22.4 15.4 12.6 6.0 3.8 0.0 0.0 0.0 0.0

759.5M00 315.6 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.1 76.4 12.2 0.11 0.1 0.0 0.0 0.0 0.0

760.0000 315.1 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 92.8 27.6 3.4 0.3 0.1 0.0 0.0 0.0 0.0

760.2500 314.8 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.3 66.2 0.8 0.1 0.0 0.0 0.0 0.0

760.5000 314.6 100.0 100.0 100.0 99.8 99.8 99.7 99.5 99.2 95.7 61.7 18.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0

760.75]00 314.3 100.0 I 100.0 I 91.9 88.7 87.7 86.6 85.2 82.6 60.8 14.8 3.4 0.8 0.1 0.1 0.0 0.0 0.0 0.0

761.500D 313.5 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.4 98.7 97.4 89.5 2.6 0.5 0.0 0.0 0.0 0.0

763.0000 312.0 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.7 99.6 99.4 99.4 98.6 15.6 4.0 0.0 0.0 0.0 0.0

766.-I} 309.0 100.0 100.0I 95.7 95.2 95.2 195.1 195.0 19.61 74.31 23.01 6.81 3.61 0.71 0.21 0.01 0.01 0.01 0.0

767.0000 308.3 100.0 I100.0 1 100.0 I100.0 I100.0 100.0 I100.0 I100.0 99.7 88.1 46.7 7.0 0.5 0.1I 0.0 0.0 0.0 0.0

767.5000 307.6 100.0 79.8 68.5 67.2 66.9 66,6 66.4 65.6 54.9 23.4 7.9 1.2 0.1 0.1 0.0 0.0 0.0 0.0

768,0000 307.1 100.0 100.0 I 100.0 100.0 100.0 100.0 100.0 99.9 I 99.9 99.8 99.6 98.2 15.9 6.9 0.0 0.0 0.0 0.0

770.000D 304.6 100.0 100.0 95.4 92.9 92.4 91.9 91.0 90.21 84.9 63.2 29.7 11.3 1.1 0.5 0.0 0.0 0.0 0.0

770.5%00W 303.9 100.0 100.0 98.3 96.9 96.3 95.7 94.9 93.0 84.4 41.5 10.5 3.9 0.2 0.1 0.0 0.0 0.0 0.0

771.0000 303.2 100.0 100.0! 99.3 98.7 98.6 98.6 98.4 97.9 94.8 43.7 12.0 4.8 0.2 0.2 0.0 0.0 0.0 0.0

771.5000 302.7 100.0 100.0 97.4 90.2 86.8 84.1 81.5 79.0 70.2 43.5 23.0 9.8 0.4 0.l 0.0 0.0 0.0 0.0

773.5000 300.4 100.0 100.0 100.0 99.9 99.9 99.8 99.8 99.7 99.1 95.7 89.3 82.6 13.6 1.1 0.0 0.0 0.0 0.0

777.500D 296.2 100.0 90.2 1 84.3 179.8 178.5 177.6 176.7 175.8 1 67.5 130.71 9.61 4.81 0.31 0.01 0.01 0.01 0.01 0.0

785.7500 288.0 100.0 100.0 100.0 98.8 98.6 98.5 98.3 97.6 90.0 66.8 35.6 14.3 0.5 0.1 0.0 0.0 0.0 0.0

786.7500 287.1 100.0 100.0I 98.9 98.7 98.7 98.6 98.5 98.3 96.7 89.6 68.3 22.8 0.7 0.1 0.0 0.0 0.0 0.0

787.0000 286.9 100.0 100.0I 97.9 97.0 96.8 96.7 96.1 95.3 90.0 62.8 26.6 6.1 0.1 0.1 0.0 0.0 0.0 0.0

800.0000 273.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.4 98.9 35.2 0.3 0.1 0.0 0.0 0.0 0.0

807.0000 266.3 100.0 100.0 100,0 99.7 99.4 99.2 98.8 97.9 91.6 52.7 22.5 11.5 1.3 0.2 0.0 0.0 0.0 0.0

814.0000 259.4 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 99.5 95.8 91.9 13.5 0.2 0.1 0.0 0.0 0.0 0.0

826.5M 246.2 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 99.2 29.4 0.5 0.1 0.0 0.0 0.0 0.0

835.500D 236.6 100.0 100.0 100.0 100.0 99.9 99.8 99.6 99.5 96.9 63.3 353 7.8 0.2 0.1 0.0 0.0 0.0 0.0

838.0000 234.2 100.0 100.0 I 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 89.2 1 86.7 81.0 66.0 0.0 0.0

840.500I 231.4 100.0 I 100.0 I 100.0 100.0 100.0 100.0 99.9 99.8 99.7 94.7 55.9 6.1 0.4 0.2 0.0 0.0 0.0 0.0

842.0000 230.0 100.0 I 100.0 I 100.0 99.9 99-8 99.7 99.3 98.3 92.8 59.4 17A4 2.8 0.4 0.1 0.0 0.0 0.0 0.0

847.5000 224.8 100.0 1100.0 100.0 100.0 100.0 99.9 99.8 99.7 99.4 97.2 42.3 6.4 0.2 0.1 0.0 0.0 0.0 0.0

860.000) 211.5 100.0 100.0 100.0 1100.0 1100.0 99.9 99.9 99.8 99.7 99.5 99.4 42.4 0.7 0.2 0.0 1 0.0 1 0.0 1 0.0

861.0000 210.5 I100.0 1 100.01 100.0 100.0 I 100.0 100.0 99.9 I 99.9 99.8 99.5 80.4 11.2 0.1 0.1 0.0 0.0 0.0 0.0

867.5000 204.0 100.0 100.0 1100.0 100.0 99.9 99.9 99.8 I 99.8 99.7 99.7 .985 56.8 1.1 0.4 0.0 0.0 0.0 0.0

882 5000 188.3 100.0 100.0 110.0 100.0 99.9 99.9 99.899.8 99.4 91.5 43.2 6.3 0.2 0.1 0.0 0.0 0.0 0.0

896.0000 174.8 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.7 97.9 53.8 6.5 0.4 0.3 0.0 0.01 0.01 0.0

911.0000 159.6 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.9 99.8 99.8 98.7 59.7 16.5 !5.2 0.0 0.01 0.01 0.0

917.0000 153.2 100.01 100.0 100.0 100.0 100.0 100.0 100.0 99.9 9.9 99.8 98.5 48.1 0.9 0.3 0.0 0.01 0.01 0.0

924.0000 146.4 100.0 100.0 100.0 100.0 100.0 ".9199.9 99.8 99.7 99.7 99.3 53.0 0.6 0.1 0.0 0.0 0.0 0.0

937.00M 133.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0l 999 .9 99.8 99.3 59.9 8.7 8.2 0.0 0.0 0.0 0.0

967.5000 103.0 I100.0 I100.0 I100.0 I100.0 100.0 100.0 100.0 1 100.0 99.9 99.6 V5.6 49.0 0.2 0.1 0.0 0.0 0.0 0.0

968.50001 102.0 11000 I1000 I00.0 I00.0 1100.0 10100.01 .0 1 100.0 I00.0 1100.0 99.9 195.01 2.5 051 0.01 0.01 0.01 00

972.2001 97.6 1100.0 1100.0 1000 1100.0 10 I 00.0 100.0 1 100.0 1100.01 98.4 132.21 7.71 0.1 1 0.01 0.01 0.0 0.01 0.0

977.0000 1 93.0 1 100.01 100.0 1 1 100,0 100.01 100.01 1000 1 100.0 1 100.01 100.01 99.5 I99.1 98.2 97.9 96.3 1 82.9 75.5 1 49.2

979.-5001 90.6 1100,0 1t0.0 100.0 100.0 110.0 1100.0 I100.0 1100.0 1100.0I 99.6 185.11 31.11 0.91 0.61 0.01 0.01 0.0I 0.0

983.0000 87.0 I000 100.0 100.0 100.0 1000 100.0 I00.0 100.0 100.0 99.9 96.4 27.4 0.21 0.11 oo.1 0.01 0.0 00

9"M75 83.5 100.0 I100.0 10O 100.0 I1000 100.0 100.0 99.9 99.7 98.9 189.3 55.8A 1091 306 1298 12491 20.8I 137

"990.m00 79.8 100.0 100.0 100.00 00.0 100.0 100.0 100.0 999 99.4! 65.1 21.3 0.21 0.11 0.0! 0.0! 0.01 0.0

"992.7500 T7.7 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 I100.0 98.4 97.6 96.6 95.8 15 5 95A1 80.01 h9.61 465

994.501 76.0 I00.0 1 100011 .0 1100.0 1100.0 1100.0 1 100.0 I00.0 1100.01 99.9 1970 142.61 0.81 0.2l 0.01 001 001 0.0

"997.7500 72.3 1100.0 00.0 11000 00.0 1100.0 100.0 00.0 100.0 I00.0 99.4 9881 1 97.9 195.1 92.4 88.8 63.31 51 1 29.9

A45
Table 12

"999.5m000 70.7 1100.0 100.0 100.01100.01100.0 100.0 100.0 100.01 99.6 99.21 9.2 186.4 3.5 1.6 0.0 0.0 0.0 0.0

10015000 68.7 1 100.0 100.0 100.0 1 100.0 1 100.0 I10.0 10001 100.0 100.0 100.0 100.0 100.0 100.0 96.4 97.8 87.1 76.1 42.8

100425001 64.8 100.0 100.0 100.0 100.0I100.0 100.0 100.0 100.0 100.0 99.81 9.7 53.5 0.4 0.1 0.0 0.0 0.0 0.0

1007.0000 63.0 I100.0 100.0 I100.01100.0l100.0 100.0 100,0 100.0 100.0 99.61 94.5 82.3 1.9 1.3 0.0 0.0 0.0 0.0

1010.000I 60.0 100.0 100.0 100.0 i10.0 1000. 100.0 100.0 100.0 100.0 99.9 99.7 99.3 39.3 22.4 0.0 0.0 0.0 0.0

1014.2500 55.3 100.0 100.0 100.01 100.0 100.0 100.0 I1000 100.0 100.0 100.0 98.9 82.5 1.6 0.3 0.0 0.0 0.0 0.0

1017.2500 52.6 I100.0 I100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 99.8 99.4 90.1 1-8 0.4 0.0 0.0 0.0 0.0

1019.0000 50.8 100.0 100.0 100.0 100,0 1 100.0 10W 1000 100.0 o 100.0 100.0 99.9 99.3 3.3 0.5 0.0 0.0 0.0 0,0

102L2500 48.5 100.0 100.0 100.0 100.01100.0 100.0 100.0 100.0 100.0 99.9 98.0 53.8 1.4 0.5 0.0 0.0 0,0 0.0

1023.5000 46.5 100.0 100.0 100.0 100.0I100.0 100.0 100.0 100.0 100.0 99.91 97.4 71.9 1.5 .2 0.0 0.0 0.0 0.0

1027.2500 42.8 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 1 98.2 82.1 16.9 15.1 I00 0.0 0 0.0 0.0

103a0000 39.8 100.0 100.0 100.0 100.01100.0 100.0 100.0 100.0 100.0 99.81 97.3 84.1 1.3 0.4 0.0 0.0 0.0 0.0

103310000 37.0 100.0 100.0 100.0 100.01100.0 100.0 100.0 100.0 100.0 99.81 96.1 29.9 0.8 9.5 0.0 0.0 0.0 0.0

1037.0000 33.0 100.0 100.0 100.0 1100.0 100.0 1100.0 100.0 100.0 99.9 99.5 94.2 83.7 74.5 70.4 67.7 60.0 51.2 33.0

10407500M 29.0 100.0 100.0 100.0 100.01100.01100.0 1100.0 100.0 100.0 100.0 99.5 83.1 1.3 0.7 0.01 0.0 0,0 0.0

1044.0000 25.7 100.0 100.0 100.0 100.0I100.011000 1100.0 100.0 99.8 99.5 98.8 71.9 0.9 0.6 0.01 0.0 0.0 0.0

1047.5000 22.3 100.0 100.0 100.0 10.0 1100.0 100.0 100.0 1100.0 99.9 99.6 92.6 1 76.7 2.0 0.4 0.0 0.0 0.0 0.0

10500000 19.6 100.0o 10 0.0100.0100.01000100.0l 100.0 100.0 100.0 100.0i 99.3 95.3 5.1 0.7 0.0 0.0 0,0 0.0

10515000I 18.0 100.0 100.0 100.0 100.0 100.0I100.0 100.0 100.0 99.9 99.7 99.5 97.3 4.5 1.6 0.0 0.0 0.0 0.0

1057.0O0D 12.6 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 99.9 99.4 99.0 98.8 55.1 42.6 1 37.8 27.7 23.2 14.9

10582500 11.6 100.0 1 100.0 100.0 100.0 100.0 I 100.0 100.0 I100.0 I100.0 100.0 100.0 100.0 I 99.9 96.1 96.7 75.1 63.4 41.4

106Q000u 9.7 100.0 100.0 100.0 100.0 100.0 I 100.0 100.0 100.0 100.0 100.0 100.0 100.0 . 100.0 1 99.6 %9.7 87.1 76.4 45.2

1062.2500 7.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.8 97.5 83.0 2.4 0.5 0.0 0.0 0.0 0.0

106.t00 6.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.4 95.2 78.2 75.3 73.4 52.9 43.3 27.2

1065.5000 4.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 99.3 97.4 3.5 0.5 0.0 0.0 0.0 0.0

106&0000 3.6 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 i100.0 99.9 99.7 3.9 0.7 0.0 0.0 0.0 0.0

10667500 2.8 100.0 1100.0 100.0 1100.0 1100.0 100.0 100.0 1100.0 99.9 199.7 99.1 96.2 78.2 74.41 68.1 29.3 23.4 15.5

1067.7500 1.8 100.0 1 100.0 1100.0 1100.0 1100.0 I 100.0 I 100.0 1100.0 100.0 99.8 96.1 94.3 82.9 79.4 77.9 57.1 44.8 21.1

M06O0M0 0.5 100.0 100.0 100.0 1100.0 100.0 100.0 I1000 100.0 1100.0 1100.0 100.0 100.01 99.9 99.8 99.3 90.5 81.61 50.8

10695000 0.0 100.0 1100.0 100.0 100.0 100.0 I100.0 100.0 1100.01 99.9 199.9 94.5 65.81 5 2.1 0.0 0.0 '.01 0.0

"Not in Channel

A46
APPENDIX B

Plates - Location Map and

Hydrographs, 1930-1933 and 1987-1990
ILLINOIS

MISSOURI

CAIRO 950

KENTUCKY

......

4, TENNESEE

00

ARKANSASMEPI

" HANOW Cn•

LOUISIENA

fEl

PA
I VI " !r

- I

B22

CfI)

I - 0

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