Water Quality Assessment: a Screening Method for Nondesignated 208 Areasâ€¦.Appendices

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          FIGURE  A-l   KEY MAP FOR SELECTION OF APPLICABLE  EROSION-INDEX DISTRIBUTION CURVE

                      (WlSCHMEIR AND SMITH, 1965)

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                    12/1
FIGURE A-2A
                  EROSION-INDEX DISTRIBUTION CURVES FOR  THE EASTERN UNITED STATES

                  (WlSCHMEIER AND SMITH,  1965)

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             4/1    6/1    8/1    10/1    12/1
                                                  100
       2/1
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                                                4/1
             6/1    8/1
                Date
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   Date
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FIGURE  A-2B
    EROSION-INDEX DISTRIBUTION CURVES  FOR THE  EASTERN  UNITED STATES
    (WlSCHMEIER  AND SMITH.  1965)

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  Date
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                             4/1
                              6/1    8/1
                                Date
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                           12/1
  FIGURE A-2D
 EROSION-INDEX DISTRIBUTION CURVES FOR  THE EASTERN  UNITED  STATES
 (WlSCHMEIER AND SMITH,  1965)
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  100
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  Date
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FIGURE A-2E
EROSION-INDEX DISTRIBUTION CURVES  FOR THE  EASTERN UNITED STATES
(WlSCHMEIER AND SMITH,  1965)
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       FIGURE A-2p
                  EROSION-INDEX DISTRIBUTION CURVES FOR THE  EASTERN  UNITED STATES

                  (WlSCHMEIER AND SMITH,  1965)
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 FIGURE  A-2c
                  EROSION-INDEX DISTRIBUTION CURVES FOR THE LASTERN UNITED STATES
                  CWlSCHMEIER  AND SMITH, 1965)
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FIGURE A-2H
                  EROSION-INDEX DISTRIBUTION CURVES  FOR THE  EASTERN UNITED STATES

                  (WlSCHMEIER  AND SMITH,  1965)
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 FIGURE A-2i
EROSION-INDEX DISTRIBUTION CURVES FOR THE EASTERN

UNITED STATES (WISCHHEIER AND SMITH, 1965)
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KAUAI, Southwest Port
of  Island, Waimeo District
KAUAI, Brydeswood Area
Koloa  District
                2/1   4/1   6/1   8/1  10/1  12/1
                            Date
100

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KAUAI, Lihue Area
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MOLOKAI, North Central
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MOLOKAI, South Central  Part
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LANAI,  Lanai City Area
                                2/1  4/1   6/1   8/1   10/1   12/1
                                            Dorfe
                                       2/1   4/1   6/1   8/1  10/1  12/1
                                                  Date
                           FIGURE  A-3A  EROSION-INDEX DISTRIBUTION  CURVES  FOR HAWAII
                                           (SOILS TECHNICAL NOTE  No, 3, 1974)
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OAHU,  Leeward Side
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              OAHU, Windward  Side
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HAWAII, Western Part
of  Island
                                                                    i  i   i
                                  HAWAII,  Eastern  Part-
                                  vicinity  of  Hilo,  North
                                  Hilo, South Hilo, Puna,
                                  Oists.
                                 2/1  4/1  6/1  8/1   10/1  12/1
                                             Date
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                                                                             HAWAII, Northern Part
                                                                             of Island, Hamakua
                                                                             District
                                   HAWAII, Southern Part
                                   Ka'u  District
                                       2/1  4/1   6/1  8/1  10/1  12/1
                                                   Date
                          FIGURE A-3B   EROSION-INDEX DISTRIBUTION CURVES  FOR  HAWAII
                                          (SOILS TECHNICAL  NOTE  No,  3,  1974)
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                                               100
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                                                     MAUI,  Pawela Area
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                                                                   Date
            FIGURE A-3c  EROSION-INDEX DISTRIBUTION CURVES  FOR  HAWAII
                           (SOILS  TECHNICAL NOTE No,  3,  1974)
-------
METHODS FOR DEVELOPING R DISTRIBUTION CURVES FOR THE WESTERN UNITED
STATES (Conservation Agronomy Technical Note No. 32, 1974)
     R  is significant in portions of this area.  Divide the annual
R  for the location by the average annual  precipitation to obtain a
factor.  Multiply each month's precipitation by this factor to obtain
monthly R  values.  Add the prorated monthly R  values to R  for the
months when snowmelt occurs, to obtain the monthly R values.  Compute.
the monthly accumulative percent.  The following example is for
Hylton, in Elko County, Nevada.  The 2-6 rainfall  for this area is
0.9 in.  The annual Rr determined from the Type, II curve on Figure
III-4, is 18.   Annual precipitation average is 12.72 in.  Factor is
18 v 12.72 = 1.42.
     Monthly precipitation (water depth) for December through March
is 4.92 in.  RS = 4.92 x 1.5 = 7.38.  This is prorated, based on
local judgment to
                         January 10%  or  0.7
                         February 20% or  1.5
                         March 50%    or  3.7
                         April 20%    or  1.5


Month
(1)
January
February
March
April
May
Precipi-
tation
(Inches
Water
Depth)
(2)
1.18
1.14
1.29
1.49
1.48


Rr
(3)
1.68
1.62
1.83
2.12
2.10


Rs
(4)
0.7
1.5
3.7
1.5
-


R*
(5)
2.38
3.12
5.53
3.62
2.10

Curiiul
R
(6)
2.38
5.50
11.03
14.65
16.75

ative
%
(7)
0.093
21.6
43.3
57.5
65.8
*Columns (3) + (4).
                                 A-15
-------
Month
(1)
June
July
August
September
October
November
December
Precipi-
tation
(Inches
Water
Depth)
(2)
0.91
0.63
0.52
0.63
1.17
0.97
1.31
Rr
(3)
1.29
0.89
0.74
0.89
1.66
1.38
1.86
Rs
(4)
_
-
-
-
-
-
_
                                             R*
                                            ill
                                            .1.29
                                            0.89
                                            0.74
                                            0.89
                                            1.66
                                            1.38
                                            1.86
Cumulative
R
(6)
18.04
18.93
19.67
20.56
22.22
23.60
25.46
%
(7)
70.9
74.4
77.3
80.8
87.3
92.7
100.
*Columns (3) + (4).
     Values in cumulative percent column (7) are the points used in
plotting the monthly R distribution curve.

For A-2, A-3, and A-4 Areas Shown in Figure III-4

     R  is not significant in most parts of these areas.   Use the monthly
rainfall distribution as the R distribution.  Simply accumulate monthly
precipitation amounts and divide each by the annual  precipitation.   The
results obtained for each month will be the points for plotting the
monthly R distribution curve.

For B-1 and C Areas Shown in Figure 111-4
     R  in most parts of these areas is significant.
     1.   "Multipliers" are used to time average monthly precipitation
         amounts.   Sum the results of multiplications to obtain the
         "factored annual  precipitation".   Divide the annual  R  for
                                  A-16
-------
the location by the "factored annual precipitation" to
obtain a factor which will be used to convert monthly
precipitation amounts to the monthly R values (see
the previous section for A-l area).  Values of
multipliers are:

             Month(s)             Multipliers
        January, February,
          March                       0.1
        April                         1.0
        May                           4.0
        June, July, August            7.0
        September, October            2.0
        November, December            0.1
Add the prorated R  values to the months when the snowmelt
occurs to obtain the monthly R values.  Compute the monthly
cumulative percents which are points used in plotting
the monthly R distribution curve.  The following example
is for a hypothetical area which has an annual  rainfall
factor Rr of 25, and a Rg factor of 7.5 (4.94 x 1.5 rounded
to 7.5).  The 4.94 in. is total  precipitation for December,
January, February, and March.  R  factor is prorated to:
         January         0%     or     0 in.
         February       33.3%   or     2.5 in.
         March          33.3%   or     2.5 in.
         April          33.3%   or     2.5 in.
                         A-17
-------
Month
(1)
January
February
March
April
May
June
July
August
September
October
November
December
Total
Month
"TTT
January
February
March
April
May
June
July
August
September
October
November
December
Total
Precipi-
tation
(in.)
(2)
1.33
1.14
1.35
1.48
1.43
1.00
0.80
0.78
0.85
1.14
0.92
1.12
13.34
Monthly
Rs
(6)
-
2.5
2.5
2.5
-
-
-
-
-
-
-
-
7.5
Multiplier
(3)
0.1
0.1
0.1
1.0
4.0
7.0
7.0
7.0
2.0
2.0
0.1
0.1
Monthly R
=Rr + Rs
(7)
0.11
2.59
2.66
3.74
4.80
5.87
4.69
4.58
1.43
1.91
0.08
0.09
32.5
factored
Monthly
pptn. (Col. 2
x Col, 3)
(4)
0.13
0.11
0.13
1.48
5.72
7.00
5.60
5.46
1.70
2.28
0-.09
0.11
29.81
Monthly
R *
r*
(5)
0.11
0.09
0.11
1.24
4.80
5.78
4.69
4.58
1.43
1.91
0.08
0.09
25.0
Cumulative
R
W
0.1
2.7
5.4
9.1
'13.9
19.8
24.5
29.0
30.5
32.4
32.4
32.5
%
I9T
-
8
17
28
43
61
75
89
94
99
100
100
*In this exampl
 Monthly R  is
 with 0.84:
e, the calculated factor value is 0.84 (25 + 29.81).
obtained by multiplying each "factored monthly pptn."
                                A-18
-------
For B-2 Area Shown in Figure III-3
     In this area,  no R  values are needed.   Follow the same  procedure
and use the same set of multipliers as  the preceding section  for areas
B-l and C,  except that steps for obtaining monthly R  values  are not

used.   The  cumulative R and cumulative  percent are computed from monthly

R  (column  5 in the preceding example).
REFERENCES FOR APPENDIX A
Conservation Agronomy Technical Note No.  32, U.S. Department of
      Agriculture, Soil Conservation Service, West Technical Service
      Center, Portland, Oregon, September, 1974.

Soils Technical Note No. 3, U.S. Department of Agriculture, Soil
      Conservation Service, Honolulu, Hawaii, May, 1974.

Wischmeier, W.H., and Smith, D.D., "Predicting Rainfall--Erosion
      Losses from Cropland East of the Rocky Mountains," Agricultural
      Handbook 282, U.S. Department of Agriculture, Agriculture
      Research Service, May, 1965.
                                  A-19
-------
                        APPENDIX B
     METHODS FOR PREDICTING SOIL ERODIBILITY INDEX K

Nomograph for Predicting K Values of Surface Soils Using
Chemical and Physical Parameters.
Nomograph for Predicting K Values of High Clay Subsoils
Using Chemical Mineralogical  and Physical Parameters.
                          B-l
-------
NOMOGRAPH FOR PREDICTING K VALUES OF SURFACE SOIL

     In 1971 Wischmeier, et al.  (1971) presented a soil erodibility
nomograph derived from statistical analysis of 55 soiT types.  Five
soil parameters are included in the nomograph to predict erodibility:
percent silt plus very fine sand; percent sand greater than 0.10
millimeter; organic matter content; soil structure; and permeability.
Values of the parameters may be obtained from routine laboratory
determinations and standard soil profile descriptions.

     The'nomograph is reproduced here as Figure B-l.

Description of Factors (Water Resources Administration, 1973)

     Grain Size Distribution

          Grain size distribution has a major influence on a soil's
erodibility:  the greater the silt content, the greater the soil's
erodibility; the smaller the sand content, the greater the soil's
erodibility.

          Particles in the very  fine sand classification behave more
like silt than sand.   Therefore, the percentage of very fine sand
should be subtracted from the total  percentage of sand and added to
the percentage of silt.

     Organic Matter

          The percentage of organic matter was determined, in work
by Wischmeier, et al., by the Walkley-Black method (Walkley and
Black,  1934).   The organic matter content is approximately 1.72 times
the percent carbon.   Soil  erodibility decreases as organic matter
content increases.
                                 B-2
-------
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SOIL STRUCTURE—1234
                 FIGURE B-l  SOIL  ERODIBILITY NOMOGRAPH  (WISCHMEIER ET AL,^  1971)
-------
     Soil Structure
          The soil  structure is descriptive of the overall  arrangement
          l,sol
are as follows:
of the soil  solids.   The four parameter values and their descriptions
 Parameter
   Value        .	Descriptions
              Granular - All  rounded aggregates may be placed in this
              category.   These rounded complexes usually lie loosely
              and are readily shaken apart.   When wetted, the voids
              are not closed  readily by swelling.

     1    .     Very fine  granular - less than 1  mm.

    . 2  •       Fine granular - 1  to 2 mm.

     3         Medium granular -  2 to 5 mm.

     3         Coarse granular -  5 to 10 mm.

     4         Blocky - Aggregates have been  reduced to blocks,
              irregularly six-faced, and  with their three dimensions
              more or less equal.  In size,  the fragments range
              from a fraction of an inch  to  3 or 4  in.  in thickness.

     4         Platy - Aggregates are arranged in relatively  thin
              plates or  lenses.

     4         Prismatic  - Aggregates or pillars are vertically
              oriented,  with  tops plane,  level, and clean cut.
              They commonly occur in subsoils of arid  and semi-arid
              regions.
                                 B-4
-------
Parameter
  Value         	Descriptions	
    4         Columnar - Aggregates or pillars are vertically
              oriented, with rounded tops.  They commonly opcur
              when the soil profile is changing and the horizons
              are degrading.

    4         Massive - Soil units are very large, irregular,
              featureless .as far as characteristic aggregates
              are concerned.

    Soil Permeability

         Soil permeability is the ability of the soil to transmit water.
Since different soil horizons vary in permeability, the.relative perme-
ability classes refer to the soil profile as a whole.  The relative
permeability classes are as follows:

           Class          Permeability Rates in In/Hour

             1            Rapid                   over 6.0
             2           Moderately rapid       2.0 to 6.0
             3           Moderate               0.6 to 2.0
             4           Moderately slow        0.2 to 0.6
            ,5           Slow                   0.06 to 0.2
             6           Very slow             less than 0.06

Reading the Nomograph

     Entry values for all  of the nomograph curves,  except permeability
class, are for the upper 6 or 7 in.  of soil.  For soils in cuts, the
entry values are for the upper 6 or 7 in. of the newly exposed layer.
In reading the nomograph,  interpolate linearly between adjacent curves
when the entry data do not coincide with the plotted curves of percent
                                 B-5
-------
sand or percent organic matter.  The percent of coarse fragments may
be significant and is not included in the nomograph.  Therefore, reduce
the value of K read from the nomograph by 10% for soils with strati-
fied subsoils that include layers of small stones or gravel without a
seriously impeding layer above them.

     Enter the left scale of the nomograph with the appropriate
percent silt plus very fine sand, move horizontally to intersect the
correct percent-sand curve (interpolating to the nearest percent),
vertically to the correct organic matter curve, and then horizontally
to the right scale for first approximation of soil  credibility.

     For soils having a fine granular structure and moderate perme-
ability, the value of K can be obtained directly from this scale.
However, if the soil  is other than of fine granular structure, or
permeability is other than moderate, it is necessary to proceed to
the second part of the nomograph, horizontally to intersect the
correct structure curve, vertically downward to the permeability
curve, and horizontally to the soil credibility index scale.
NOMOGRAPH FOR PREDICTING K VALUES OF HIGH CLAY SUBSOILS

     Subsoils are commonly heavier in texture than the surface soils.
In addition, subsoils likely have aggregating agents that are very
much different from those found in surface soils and the degree of
aggregation is known to have a profound influence on erodibility.

     From an EPA study (Roth, et al., 1974)  conducted at Purdue
University, a multiple linear regression equation and nomograph were
developed which can be used to estimate the  erodibility factor, K,
of many high clay soils.   Multiple regression analysis revealed that
                                  B-6
-------
amorphous iron, aluminum and silicon hydrous oxides serve as soil
stabilizers in subsoils (whereas, organic matter is the major
stabilizer in surface soils).  The nomograph was developed from
the multiple linear regression equation relating the credibility
factor to the soil texture factor, M, the amount of CDB (citrate-
dithionite-bicarbonate) extractable iron and aluminum oxides, and
the amount of CDB extractable silica.

     The equation used to derive the nomograph was:

     K red = 0.32114 + 2.0167 x 10"4 M - 0.14440 (% Fe203 + % Al^)
                                       - 0.83686 (% Si02)
                                                      i
where
     K    , = predicted K value of subsoil
     M     = soil texture factor, defined by percent new silt
             (percent new silt + percent new sand).  "New" silt
             has 2 to 100 ym mean diameter.   "New" sand has 100
             to 2,000 ym mean diameter.
     % Fe?®! = Percent CBD extractable iron  oxide of soil.
     % Al?0- = percent CDB extractable aluminum oxide of soil.
     % SiOo  = percent CDB extractable silica in soil.

The nomograph for estimating the credibility factor, K,  of high clay
subsoils is reproduced in Figure B-2.
                                 B-7
-------
^•^
6 0
E
d '0
0 20
O
£ 30
I 40
« 50
il
x 60
V.
> 70
= 80
_^'
^
s^

ent
- 2

x
^

x
^
/
/
/
T^"^
*+^**
^
^
Band
mm)

i
0
0.5

2


4

s#
^
X


60
.50
.40
-30
-20
• 15
"10
\ 5
0
(
percent 5102 	 1







/
//
''/
' X
X
X







/
/ S
'/
/
/







/
/ ,
'/
' /
/







/
jf
'/
X
'/







/
/
» A
: /
*/
\
\
*
*
•


/
/
'/
T J
X
/







/
/ /
'/
X
X







.
X
w
r ,
X
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X








0.4
i
1
0.3
0.2
O.I
0-








) 0.2 0.4 0.6 0.8
Tons /Acre/English R Unit
i i i i ii
    1000   2000   3000   4000
           Factor M
0
 Metric Tons/Hectare/Metric R Unit
      Soil  Erodibility Factor K
FIGURE  B-2  NOMOGRAPH FOR  ESTIMATING  THE ERODIBILITY
             FACTOR K OF HIGH CLAY  SUBSOILS
             (ROTH  ET AL,,  1974)
                           B-8
-------
REFERENCES FOR APPENDIX B
Roth, C.B., Nelson, D.W., and Romkens, M.J.M.,  1974.   "Prediction
      of Subsoil Erodibility Using Chemical, Mineralogical,  and Physical
      Parameters," for the U. S.  Environmental  Protection Agency
      (EPA-660/2-74-043), Washington, D.C.

Walkley, A., and Black, I.A., 1934.  "An Examination  of the  Degtjareff
      Method for determining Soil Organic Matter," Soil  Sci.,  37,
      pp. 29-38.

Wischmeier, W.H., Johnson, C.B.,  and Cross, B.U., 1971.   "A  Soil
      Erodibility Nomograph for Farmland and Construction Sites,"
      J. Soil and Water Conservation. 26:189-193.  "Technical  Guide
      to Erosion and Sediment Control Design (Draft)," 1973.  Water
      Resources Administration, Maryland Department of Natural  Resources,
      Annapolis, Maryland.
                                  B-9
-------
                             APPENDIX C
                        STREAM AND RIVER DATA

Table C-l     Stream and River Reaeration and Deoxygenation Rates
              (From Hydroscience, 1971)

                                          2
Figure C-l     Deoxygenation Parameter (k,H /v) versus the Reynolds
              Number and Froude Number (pUH/y)/(U*fgH)  (From Bansal,
              1975)

Table C-2     Deoxygenation Rate Constants (From Bansal,  1975)
                                                         •

Table C-3     Alluvial Channel and Sediment Data (From Schumm, 1960)
                                C-l
-------
                                              TABLE  C-l


             STREAM AND RIVER  REAERATION  AND DEOXYGENATION  RATES  (FROM  HYDROSCIENCE,  1971)


River Name
Grand River
(Michigan)
Clinton River
o (Michigan)
i
Truckee River
(Nevada)

Flint River
(Michigan)



Jackson River
(Virginia)
N. Branch


Category
Shallow

Shallow


Shallow


Shallow



r^
Shallow

Shallow

Depth
IftJ.
1.9

1.58


1.67
1.67
1.67
2.1
2.6
2.6
1.7
1.9
3

2

Area
0
(ft2)
320.0

44.6


150.
150.
150.
210.
200.
400.
290.
400.
365.

100.

Flow
(cfs)
295.

33.


180.
195.
271.
134.
174.
174.
204.
204.
100.

100.

Velocity
(fps)
0.92

0.72


1.20
1.30
1.81
0.64
0.83
0.44
0.73
0.51
0.27

1.0
k
a
@20°C
(I/day)
4.5
•
5.9


5.6
5.7
6.6
3.5
3.9
3.1
5.0
2.2
4.1

9.0
i
k,
L
@20°C
(I/day)
0.59

3.37


0.36
0.36
0.96
0.56
0.63
0.69
0.69
0.69
1.25

0.40
Potomac River
(Md.,  W.Va.)
-------
                                               TABLE C-l  (continued)
o
CO
River Name

Clarion River
(Penna.)

South River

Ivel  River
(England)
                         Category

                         Shallow
      Lark River
      (England)
                         Shallow
                   Shallow
                                       Depth
1
1.9

1-2

1.21
1.51
1.09
1.50
1.08
0:38
1.12
1.46
1.31
2.44
2.03

1.74
1.47
1.82
2.41
            Area
           [ft2'
                                                            Flow
1 - 10.
                                                                  35.
           Velocity
            (fps)
                                                                              0.55
4.86
4.15
3.87
15.40
4.86
4.15
3.87
15.40
15.40
10.07
10.07
10.94
10.94
36.20
36.20
0.14
0.14
0.13
0.37
0.16
0.15
0.13
0.38
0.47
0.23
0.22
0.28
0.37
0.50
0.43
   a
 <£>20°C
(I/day)
                           2.26
                           2,
                           2.
                           3.
                           2.
    35
    06
    20
    37
                                                                                            4.57
                                                                                            2.
                                                                                            1
                                                                                            3.
                             .09
                             18
                             .18
                           6.18
                           0.90
                           1.66

                           0.78
                           2.12
                           1.41
                           0.31
 @20UC
(I/day)

  3


  2
-------
                                               TABLE C-l  (continued)
o
i
      River Name

      Derwent River
      (England)
Black Beck
River
(England)
      St.  Sunday's
      Beck (Eng.)

      Yewdale Beck
      (England)
                   Category
      Elk River
      (Penna.)
                         Shallow
                   Shallow


                   Shallow
                   Shallow
Depth
[ft.
 0.72
 0.89
 0.85

 0.40
 0.40
 0.39
 0.60
 0.69
 1.00

 0.82
 0.78

 0.64
 0.48
 0.72
 0.66
 0.67
 0.69

 0.9
Area
:ft2<
Flow
(cfs)
21.60
21.60
21.60
2.70
2.70
2.70
17.70
17.70
17.70
19.10
19.10
5.10
5.10
17.30
17.30
17.30
17.30
Velocity
(fps)
1.37
1.19
1.07
0.44
0.56
0.63
1.83
1.81
1.54
1.07
1.27
0.46
0.60
1.16
1.31
1.30
1.25
a
@20 C
(I/day)
31.80
24.53
34.57
25.59
28.34
22.80
49.17
30.77
18.46
21.05
16.06
12.04
30.32
18.90
20.25
17.09
19.16
                           0.97
5.84
          G>20°C
         (I/day)
-------
                                               TABLE C-l (continued)
o
en
River Name

Mohawk River

Mohawk River
(New York)

North Branch
Susquehanna

New River
(Virginia)

Wabash
(Indiana)

Clinch River
(T-V.)
      Holston
      (T.V.)
Category
Shallow
Medium
Depth
(ft.)
3
15
Area
(ft2)
143.
3,800.
Flow
(cfs)
800.
Velocity
(fps)

.21
a
@20°C
(I/day)
.07-4.0

X
@20°C
(I/day)
.23
.40
Medium


Medium


Medium


Medium
                   Medium
                                       5-7
 3.27
 5.09
 4.42
 6.14
 5.65
 7.17

11.41
 2.12
 2.93
 4.54
 9.50
 6.29
                                                 1,700.
                                                 1,720.
                        1,000.
                        1,200.
0.60


0.70
1.5
1.04
1 ,000-
5,000
3,300.
4,500
3,190
5,890
5,910
5,930
10,385
3,230
6,400
14,085
10,440
6,540


3.07
3.69
3.10
2.68
2.78
2.64
2.92
2.47
3.44
4.65
3.94
2.51


2.27
1.44
.98
.50
.74
1.13
.28
3.36
2.79
1.57
.46
.39
0.35
2.5
0.5

 .4-0
-------
                                              TABLE  C-l  (continued)
o
a*
      River Name


      Holston River
      (T.V.)
Fr.  Broad
(T.V.)
                   Category

                   Medium
                         Medium
      Wautaga River
      (T.V.)

      Hiwassee River
      (T.V.)

      Ohio River
                   Medium


                   Medium


                   Deep
Depth
[ft.
 7.52
 7.07
 5.44
 8.06
 3.98

 9.38
10.19
 3.29
 4.74
 5.72
 6.98
 4.29
 6.01
 7.16
 9.49

 3.42
 3.02
 2.83

32
  Area
 [ft2'
 Flow
[cfs]
              10,500
              10,500
               5,590
              11,930
                 952
              12.
              17.
              44,
               8,
              12.
              17
               4
               8,
              12.
  010
  120
  105
  775
  455
  270
  150
  775
  455
43,000
              17,270

               3,112
1,145
1,145

6,000
Velocity
 (fps)
               3.15
                                                                                            a
                                                                                          @20°C
                                                                                               G>20°C
                                                                       3.
                                                                       3.
                                                                       4.
                 30
                 11
                 28
  2.73

  2.41
  3.06
  2.40
  3.46
  4.02
 52
 85
   .75
   .23
  3.71

  5.0
  3.05
  3.91

   .14
(I/day)    (I/day)

   .27
   .55
   .54
   .60
  1.25

   .27
   .23
  1.88
   .84
   .88
   .91
  1.00
   .55
   .98
                                                                                             .25
                            43.
                                           11.
                                           21.
             5.6
             1.7
             3.2

              .06
-------
                                               TABLE  C-l  (continued)
o
-a


River Name Category
Upper Hudson Deep
(Troy, N.Y.-
Saugerties)
Lower Sacramento Deep
River

Upper James Deep
River (Va.)





Ill inois River Deep




Depth
(ft.)
17.5
21.0

15-20


15.5






10-12
9.2
9.0
8.9

Area
2

6,000
6,750

8,000


11,500
14,500
14,500
14,000
14,500
13,500
15,000





Flow
(cfs)
3,000
4,500

10,000


1,800
2,600
9,000
7,500
4,500
3,800
1,350
8,000




Velocity
(fps)
0.5
1.5

1.5


0.16
0.18
0.63
0.53
0.31
0.28
0.13

1.37
1.57
1.63
k
a
G>20°C
(I/day)
.34
.34

.28
.15
.24
.15
.14
.12
.13
.22
.24
.22

.225
.269
.224
k.
L
@20°C
(I/day)
.125
.165

.40


.48
.30
.31
.41
.39
.38
.43
.07



-------
CVJ
    10
      .8
    10'
    10
    10
    10
     10
Log (kLH2/v)= -3.606+1.383  Log ((pUH/p)/(U^gff))

Correlation Coefficient =  .958
Std.  Error of Estimate = .342
         10
         10
10
10
10
                                              .8
10'
                                    gH)
 FIGURE C-l
         DEOXYGENATION PARAMETER  (KLH /v)
         VERSUS THE  REYNOLDS NUMBER AND pROUDE
         NUMBER (pUH/y)/u^"glT)  (FROM BANSAL,
         1975)
                            C-8
-------
                    TABLE C-2



DEOXYGENATION RATE CONSTANTS  (FROM BANSAL,  1975)
X-section
Discharge area
cfs sq ft.
Kansas








Kansas







Kansas








River at
15,200
2,160
2,090
2,440
1,300
828
632
1,080
River at
1,750
1,360
2,060
2,300
1,040
793
1,170
River at
3,040
1,460
1,800
2,690
1,900
764
631
608
Bonner Spri
4,300
1,200
1,170
1,300
850
550
425
710
Lecompton,
750
590
880
1,000
450
350
500
k(_ rates
base e/day
Top Width
ft.
ngs, Kansas
770
505
500
525
450
415
405
432
Kansas
725
660
774
757
592
538
620
Temp
°C

25
28
25
24
9
5
9
14

27
32
28
10
6
0
16
Observed

.02
.12
.12
.24
.02
.16
.26
.17

.19
.15
.35
.30
.47
.23
.05
Estimated
(From Fig.
C-l)

.258
.249
.242
.241
.204
.190
.195
.213

.232
.239
.236
.201
.184
.169
.206
Topeka, Kansas
1,450
700
865
1,285
910
365
310
290
468
437
447
466
450
40.5
368
364
22
31
27
18
7
7
11
15
.08
.07
.1
.37
.14
.06
.23
.10
.241
.248
.243
.230
.200
.189
.196
.204
                       C-9
-------
TABLE C-2 (continued)
'k[_ rates
base e/day
X-section:
Discharge area Top Width Temp
cfs sq ft. ft. °C
Republic







Smoky Hi







Smoky Hi



Solomon



Observed
Estimated
(From Fig.
01)
River below Mil ford, Kansas
258
657
609
201
15
36
249
11 River
215
100
373
146
113
210
157
11 River
185
67
734
River at
61
35
117
184
412
392
140
10
26
177
at Enterprise,
122
57
211
83
65
120
88
196
251
249
166
68
77
192
Kansas
119
69
131
91
75
118
97
24
28
24
14
1
0
16

27
32
24
6
0
15
14
.18
.19
.07
.25
.14
.23
.29

.09
.26
.16
.32
.14
.17
.24
.224
.242
.283
.203
.153
.161
.208

.232
.238
.234
.193
.173
.207
.204
at New Cambridge, Kansas
87
35
252
Miles, Kansas
65
40
125
86
79
88

53
49
61
27
31
29

28
30
21
.09
.19
.27

.21
.19
.06
.232
.225
.255

.237
.234
.231
        C-10
-------
TABLE C-2  (continued)
                              k[_ rates
                             base e/da.y
X-section
Discharge area Top Width
cfs . SQ ft. ft.
Kansas







River at
890
1,540
2,530
1,470
680
535
483
Big Blue River








Kansas




1,060
162
90
810
961
232
50
50
River at
1,250
559
1,200
511
Wamego, Kansas
390
670
1,080
730
300
225
190
at Tuttle Creek,
1,050
70
42
490
1,000
108
30
30
Manhattan (Fort
4,250
1,750
4,050
367

413
468
540
462
395
381
375
Kansas
194
76
62
191
194
92
52
52
Riley),
533
493
530
247
Temp.
°C

27
26
27
15
0
2
7

22
24
27
23
8
1
6
13
Kansas
26
32
26
25
Observed
.23
.13
.30
.26
.28
.11
.06 '

.21
.14
.23
.28
.6
.37
.15
.2

.26
.15
.10
.09
Estimated
(From Fig.
CrT)

.231
.236
.244
.214
.171
.172
.181

.251
.224
.225
.240
.217
.179
.181
.195

.268
.265
.267
.234
         Oil
-------
TABLE C-2 (continued)
I
-------
                         TABLE  C-2  (continued)
k|_ rates
base e/day
X-section
Discharge area
cfs sq ft.
Top Width
ft.
Temp.
°C
Observed
Estimated
(From Fig.
c-D
Grand River, Michigan

Clinton

Truckee



295
River,
33
River,
180
195
271
320
Michigan
44.6
Nevada
150
150
150
168.4 .

28.22

89.8
89.8
89.8
20

20

20
20
20
.59

3.37

.36
.36
.96
.228

.225

.226
.226
.226
Flint River, Michigan





134
174
174
204
204
210
200
400
296
400
100
76.9
153.8
170.6
^210.5 :•

20
20
20
20
. 56
.63
.69
.69
.69
.230
.233
.233
.226
.228
Jackson River, Virginia
         100         365
: 122
20
1.25
,236
North Branch Potomac  River (Maryland, West Virginia)
         100        .100       50        20        .4
                                 ,229
North Branch Susquehanna
       1,000       1,700       425
            20
         .35
             .241
-------
TABLE C-2 (continued)
kL rates
base e/day
X-section
Discharge area
cfs sq ft.
New River, Virginia
1,200 1,720
Upper Hudson, Troy, New York
3,000 6,000
4,500 6,750
Lower Sacramento River
10,000 8,000
Upper James River, Virginia
1,800 8,000
2,600 11,500
9,000 14,500
7,500 14,000
4,500 14,500
3,800 13,500
1,350 15,000
Cooper River, South Carolina
10,000 40,000
Savannah River, Georgia and
7,000 10,000
6,800 40,000
Top Width
ft.

344

343
321

457

742
935.5
935.5
903 ..2
935.2
871
967.7

1,000
South Carol
1 ,000
1,428.6
Temp.
°C

20

20
20

20

20
20
. 20
20
20
20
20

20
ina
20
20
Observed

.5

.125
.165

.4

.48
.30
.31
.41
.39
.38
.43

.3

.3
.3
Estimated
(From Fig.
C-l)

.245

.269
.273

.269

.267
.267
.267
.267
.267
.267
.267

.286

.258
.279
         C-14 .
-------
                        TABLE C-2  (continued)
                                                      k^ rates
                                                     base e/day
                  X-section                                 Estimated
       Discharge     area    Top Width   Temp.              (From Fig.
           cfs       sq.  ft.     ft.        °C    Observed       C-l)'
South New Jersey

          23       2,500       208.3      20       .2         .262


Compton Creek, New Jersey

          10       1,000        69        20       .23        .265

          10         790        75        20       .23        .259
                                 C-15
-------
             TABLE  C-3

ALLUVIAL CHANNEL AND SEDIMENT DATA
       (FROM SCHUMM, 1960)
Location
Willow Creek near Cheyenne Wells, Colo-
Smoky H111 River near Arapahoe.Colo---
Smoky Hill River near Sharon Springs,
Smoky Hill River at Russell Spring? .


Smoky Hill River near Russell, Kans 	
Smoky Hill River near Kanopolis .
Smoky Hill River near Bridgeport

Smoky Hill River near Junction City,

amego,


Republican River near Stratton.Nebr —
South Fork Republican River near Benk-
Republican River near Benkleman,Nebr —
Republican River near Bostwlck(Hardy),
Republican River at Concordla.Kans 	
Republican River at Junction City, Kans
South Fork Powder River near Kaycee,
Middle Fork Powder River above Kaycee,
Middle Fork Powder River near Kaycee,

Powder River near Locate, Mont 	
Crazy Woman Creek near Arvada.Wyo —
Little Powder River at Broadus.Mont-



Cottonwood Creek at Winchester ,Wyo--
Gooseberry Creek at Pulliam.Wyo 	
ray u ver near as n, yo
aces i eeK ea ft cova, yo
Median
grain
size,
."50
(urn)
1.10
.85
.41
1.30
.80
.93
.81
1.30
.63
.40
.023
1.20
.70
.75
1.10
.25
.38
.48
.25
.52
.63
.70
.60
0.63
22.0
.40
.21
.42
J50
4.10
.16
.43
.24
.21
1.0
8.0
.50
.00
Smoky Hill-Kansas Rivers system
Weighted
Silt- Silt- mean
clay in clay in silt-clay
bank channel M Width
(percent) (percent) (percent) (feet)
72 3 16 15
49 3 6.1 65
25 4 4.5 , 200
21 2 2.4 263
63 3 4.3 226
30 2 2.4 345
76 1 5.3 115
69 .5 4.4 130
96 4 14 92
85 3 13 69
97 87 89 125
90 .5 6 153
93 1 3.8 636
57 .5 3 800
Republican River System
82 3 4.7 206
65 3 8 68
31 3 3.4 400
44 1.5 3.4 100
23 6 6.7 123
88 .5 4.4 115
29 1 2.8 154
34 .2 1.4 250
59 1 3.4 300
Powder River System
71 9 11.3 119
60 14 20 35
69 15 23 47
70 4 6.5 175
58 13 15 234
75 2 17 33
82 5.5 22 40
35 ' 20 21 220
47 3 6.7 50
58 5 7.3 109
69 2 14 35
15 8 8.4 133
45 2.5 5.7 59
72 7 9.9 134
63 14 18 69
Depth
(feet)
1.7
2.3
2.5
3.0
2.5
2.5
3.5
4.0
5.5
5.0
18
5.0
10
18
2.2
3.0
3.0
2.3
2.5
' 2.7
5.8
5.0
6.5
2.3
. 2.5
4.4
3.5
4.5
4.4
5.5
8.5
2.3
2.5
3.9
3.5
2.4
3.1
2.8
Width
depth
ratio
(F)
8.8
28
80
88
90
138
33
33
17
14
7
31
64
44
94
23
133
43
49
43
31
50
46
52
14
11
50
52
7.5
7.3
26
22
44
9.0
38
25
43
25
Gradient
(S)
0.003



.00066
.0007
.0005

• .0004
-.0008
.0005
0.002
.002
.003
.009
.0008
.0007
.0007
0.004
.005
.0015
.0011



.0037
.0037
.0015
.006
.0015
.0035
Mean
annual
flood
(cfs)




5,800
8,000
9,200
6,750
11,500
13,000
39,000
48,000
3,500
4,500
2,175
12,000
13,000
15,000
3,900
574
1,630
9,400
1,150
1,280
16,100

585
311
3,140
500
Mean
annual
discharge
(cfs)
30(est)


65.2
215
314
340
1,254
1,454
4,398
5,155
19.6
56.8
105
843
1,000
35
58
133
639
40
39
2,888

34
10
178
16
Drainage
area
(sq ml)
.



5,220
6,965
7,857
8,110
18,830
19,900
55,240
56^710
1,460
2,580
4,770
5,760
22,400
23,540
24,900
1,150
450
980

956
15,900

484
371
1,130
377
                C-16
-------
TABLE C-3 (continued)
Location
Sage Creek, S.Dak. :-
Mi . ................ -— .
(A\
Sand Creek, Nebr:
(A\ 	 __ ._ 	 ....
tc\
(c\ _„ 	 ._.._...__. ....
Arroyo Calabasas, N. Hex.:
/fll- ........ ..
/c\ 	 	 .
	 • 	
Bayou Gulch, Colo. :

Medano Creek, Colo.:
m,. . ..... ... .....
i-t\ 	 „___ 	 ....... 	 . 	

Paradise Creek near Paradise, Kans. 	
North Fork Solomon River near Downs Kans.
Solomon River at Benn1ngton(N1les),Kans-
ra r e g ree a^ r n.
appa



Black wood Creek at Culbertson, Nebr. 	
Red Willow Creek near Red Willow, Nebr. --
Nlobrara River near Colclesser,Nebr. 	



Median
grain
size,
°SO
(mil
0.06
.06
.12
.72
.73
.35
.84
.50
.75
.58
.55
.24
.24
.24
3.57
.50
.80
.41
.90
.60
.70
.70
1.10
.27
.02
.11
.25
.33
.15
.SO
.75
S1 It-
clay In
bank
(percent)
93
93
96
70
60
65
18
26
16
13
6
.5
.5
.5
93
74
89
90
82
97
96
95
95
93
91
91
80
47
86
89
56
Sin-
clay In
channel
(percent)
55
68
40
14
15
10
3
3
5
4
4
1
1
.5
5.7
8
1.2
4
1.5
2
17
2
2.5
8.7
75
30
9.4
2
32.5
2
.6
Weighted
man
silt-clay
M
(percent)
73
79
54
23
22
20
4.1
4.8
5.8
4.4
4.1
1
1
.5
11
30
16
11
19
23
43
19
35
31
81
45
16
3.3
56
5.3
3
Width
(feet)
16
20
31
75
65
36
79
. 92
100
130
128
340
800
820
93
32
82
112
45
43
26
40
28
36
27
' 45
143
224
25
293
221
Depth
(feet)
7
7
5
7
7
4
3
4
4
3
1.5
2
3
2.5
3
7.8
8.6
5
6.2
6.0
6.3
4.5
8.0
6.5
8.4
7.1
7.3
3.4
10.0
5.8
5.0
Width
depth
ratio
(F)
2.3
2.9
6.2
10.7
9.3
9.0
26.3
23.0
25.0
43
85
170
267
328
31
4.1
9.6
22
7.2
7.2
4.1
8.9
3.5
5.5
3.2
6.3
19.6
65.9
2.5
50.6
44.2
Gradient
(S)
0.0055
.0045
.0045
.0015
.003
.001
.013
.009
.011
.010
.016
.017
.019
.016
.001
.0006
.0005
.0013
.003
.001
.001
.0013
.0021
.001
.003
.003
.002
.0025
Mean
annual
flood
(cfs)
4,300
1,300
8,000
7,000
2.600
1,800
1,350
1,000
450
850
690
2,220
2,080
880
10,900
3,660
Mean
annual
discharge
(cfs)
88.3
11.1
151
558
33.2
111
39.1
28.8
12.5
101
5.8
43.1
165
20.4
302
113
Drainage
area
(sg ml)
1.7
3.4
9.5
17.9
22.2
22.5
3.8
24.2
25.8
19.7
22.9
25.8
26.1
28.8
1,502
212
2,390
6,770
721
3,840
1,500
2,060
1,460
1,480
290
400
1,340
2,000
676
7,143
      C-17
-------
                              APPENDIX D
IMPOUNDMENT THERMAL PROFILES

     This appendix contains thermal  profile plots for a variety of
impoundment sizes and geographic locations throughout the U.S.   The
locations are arranged in alphabetical  order.   Within each location
set, the plots are ordered by depth and hydraulic residence time.
An index to the plots is provided on pages D-2 and D-3, and the
modeling approach is described in Appendix F.
                                D-l
-------
                         INDEX TO APPENDIX D
ATLANTA, GEORGIA

   20' Initial Maximum Depth 	 D-4
   40' Initial Maximum Depth 	 D-14
   75' Initial Maximum Depth	  . D-24
   100' Initial Maximum Depth  	 D-34
   200' Initial Maximum Depth  	 D-44

BILLINGS, MONTANA

   20J Initial Maximum Depth 	 D-54
   40' Initial Maximum Depth 	 D-64
   75' Initial Maximum Depth 	 D-74
   100' Initial Maximum Depth  	 D-84
   200' Initial Maximum Depth  	 D-94

BURLINGTON, VERMONT

   20' Initial Maximum Depth 	 D-104
   40' Initial Maximum Depth 	 D-114
   75' Initial Maximum Depth 	 D-124
   100' Initial Maximum Depth  	 D-134
   200' Initial Maximum Depth  	 D-144

FLAGSTAFF, ARIZONA

   20' Initial Maximum Depth 	 D-154
   40' Initial Maximum Depth 	 D-164
   75' Initial Maximum Depth 	 D-174
   100' Initial Maximum Depth  	 D-184
   200' Initial Maximum Depth  	 D-194

FRESNO, CALIFORNIA

   20' Initial Maximum Depth 	 D-204
   40' Initial Maximum Depth 	 D-214
   75' Initial Maximum Depth 	 D-224*
   100' Initial Maximum Depth  	 D-234
   200' Initial Maximum Depth  	 D-244

MINNEAPOLIS, MINNESOTA
   20' Initial Maximum Depth 	 D-254
   40' Initial Maximum Depth 	 D-264
   75' Initial Maximum Depth 	 D-274
   100' Initial Maximum Depth  	 D-284
   200' Initial Maximum Depth  	 D-294
                                  D-2
-------
                  INDEX TO APPENDIX D (Continued)   ,

                                                               Page

SALT LAKE CITY, UTAH

   20'  Initial Maximum Depth .  .	D-304
   40'  Initial Maximum Depth .  .	D-314
   75'  Initial Maximum Depth 	  D-324
   100'  Initial Maximum Depth  .	D-334
   200'  Initial Maximum Depth  .  .  '	D-344

SAN ANTONIO, TEXAS

   20'  Initial Maximum Depth 	  D-354
   40'  Initial Maximum Depth 	  D-364
   75'  Initial Maximum Depth 	  D-374
   100'  Initial Maximum Depth  	  D-384
   200'  Initial Maximum Depth  	  D-394

WASHINGTON, D.C.

   20'  Initial Maximum Depth 	  D-404
   40'  Initial Maximum Depth 	  D-414
   75'  Initial Maximum Depth 	  D-424
   100'  Initial Maximum Depth  	  D-434
   200'  Initial Maximum Depth  	  D-444

WICHITA, KANSAS

   20'  Initial Maximum Depth	'.	D-454
   40'  Initial Maximum Depth 	  D-464
   75'  Initial Maximum Depth 	  D-474
   100'  Initial Maximum Depth  	  D-484
   200'  Initial Maximum Depth  	  D-494
                                 D-3
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0 C




10 20
TEMP. C
PUC




/

10 2'0
TEMP. C
DEC



3



3

10 20
TEMP. C
2 •
zz
i
0_
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4 •
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0
2
31
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4 •
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10 20 3
TEMP. C
SEP






I'D 2'0 3
TEMP. C
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2 •
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X
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0 C
0
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s:
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10 20 3t
TEMP. C
OCl






) l'0 20 3
TEMP. C
.IFQRNIR
20' N1TIRL MRXIMUM DEPTH
75 DRV HVDR. RES. TIME
MI-NIM.UM NJXING
30
                         D-209
-------
ftPK
                     ttRi
                                          JUN
2 •
z:
x
0-
LU
O
4 •
e
0
z
X
CL
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6c
0
2 •
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O
6






10 20 3
TEMP, C
JUL
/

1
I'D 2'0 3
TEMP. C
NQV






10 20 3
TEMP. C
2 •
j:
Q_
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0
o 6c
0
3
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10 20 3
TEMP, C
sue



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DEC



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z
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0
2
x:
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10 20 3
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SEP



I'D 20 3
TEMP. C
FRESNO,
2 •
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LU
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0
2
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1
) 10 20 3C
TEMP, C
OC1



) 10 2'0 3
TEMP. C
.IFORN R
20* IN1TIR.L MflXIMUM DEPTH
250 DRY HYDR. RES . T I ME
NHX1MUM NIXING
10 ?0 30
TEMP. C
        D-210
-------
                              JUN
2
z:
X
0.
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a
4 •
6c
0
2
X
Q-
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4
6c
0
2
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to
TEMP,
JUL




10
TEMP.
NQV



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C
/
/


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C

10
TEMP.
20 .3
C
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HUC
/



]


To 2'a 3
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DEC






2 •
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0-
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o
4 •
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0 C
0
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10 20 3
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. TEMP. C
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3:
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10 2'0 ' 3
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.IFQRNIfl
20' INJTIRL MflXIMUM DEPTH
250 DRY HYDR. RES. TIME
MINIMUM MIXING
10 20 30
TEMP. C
D-211
-------
tin*
                                                           JUN
2 -
s:
X
Q.
6
0
2
X
t—
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4 •
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0
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) 10
TEMP.
JUL


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NQV



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C
/

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C

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X
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2
X
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10 20 30 " C
TEMP. C








10 20 3
TEMP. C
NUC




I'O 20 3
TEMP. C
DEC






2
x:
x
a.
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0 C
0
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10 20 3
TEMP, C
SEP




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FRESNO,
2 •
r:
x;
CL
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4 •
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0 C
0
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CRL
/


.1
10 20 3(
TEMP. C
OC1


I'O 20 3
TEMP. C
.IFORN R
20' IN1TIRL MfiXIMUM DEPTH
INFINITE HYDR. RES- TIME
MflX- MUM MIXING
10 20 30
TEMP. C
                          D-212
-------
flPK
                   nfu
2 -
x
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0
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10
TEMP.
JUL




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NQV



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1



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10 20 3
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OUO




/



To 2'a 3
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DEC




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x
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0
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x
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/
1
10 20 3
TEMP, C
SEP





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20'
2 •
X
a.
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a
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0 C
0
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x
a_
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cm



/


10 20 3
TEMP, C
OC1








10 20 3
TEMP. C
.IFORNIR
IN1TIRL MflXIMUM DEPTH
INFINITE HYDR. RES. TIME
MINIMUM MIXING
ib z'a so
TEMP. C
      D-213
-------
             nfl.i
                                JUN
u
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JUL








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NQV








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5EP








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) I'D 2'0 3
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40' IN1TIRL MRXIMUM DEPTH
10 DRY HYDR. RES. TIME
MflXlMUM MIXING
) IQ 20 30
TEMP. C
D-214
-------
unit
                                                          JUN
u
4 •
X
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0
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10 2'0 3
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NOV






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10 20 3
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BUG






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X
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0
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DEC










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0
4 •
sr
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) 10 20 3
TEMP. C
OC1



) I'D 2'0 3
TEMP. C
.IFORNin
40' NITIflL MRXIMUM DE-PTH
10 DRY HYDR. RES. TIME
MINIMUM MIXING
10 20 30
TEMP. C
                          D-215
-------
nflit
                    HP*
                                         nni
                                                             JUN
• 4
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0
4 •
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3:
Q.
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TEMP. C
JUL


/
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NQV



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1


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3



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1
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DEC




3



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z:
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/
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OCl



30 "0 10 2'0 30 "0 I'O 2'0 3
TEMP. C TEMP. C


) 10 ?0
TEMP. C


FRESNO. CHLIFQRNIR
40' N1TIRL MRXIMUM- DEPTH
30 DRY HYDR- RES. T]ME
MRXIMUM MIXING
30
                            D-216
-------
nft*
                                       Hfll
                                                           JUN
4
H
X
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0
4 •
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"c
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4 •
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1
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TEMP. C
JUL


/
/
I'D 2'0
TEMP. C
NOV






/
1
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TEMP. C



3




3





3
4 •
X
Q_
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0
4 •
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z:
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12
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TEMP. C
DUC


J
/
I'O 2'D
TEMP. C
DEC




1
3




3

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z:
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a
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4 •
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X
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/

10 20
TEMP. C
SEP

3




I'O 2'0 3
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FRESNO,
40' INI
30 DRY
MINIMUM


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z:
X
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OC1




I'D 2'0 3
TEMP. C
.IFORNIR
TIHL MRXIMUM .DEPTH
HYDR. RES. T]ME
MIXING

30
                          D-217
-------
(1BK
                                                         JUN
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10 20 3
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JUL

/
/

/
I'O 20 3
TEMP. .C
NQV









1
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0
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x:
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/
/
/

10 20 3
TEMP, C
PUG
1
/
/
/
/
I'D 2'0 3
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DEC





4 •
n
X
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0
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/
/
/
/




10 20 3
TEMP, C
SEP






/
/




) I'D Z'O 3
TEMP. C
FRESNO .
4 •
z:
X
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/
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10 20 31
TEMP, C
. OCl




) l'0 2'0 3
TEMP. C
.IFORNIfl
40' IN1TIHL MflXIMUM DEPTH
75 OflY
HYDR. RES. TIME
MRX1MUM MIXING



10 ZO 30 "O 10 ZO 30
TEMP. C TEMP. C
                         D-218
-------
tin*
                                        nni
                                                            JUN
4 •
n
x
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0
4 •
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'x
Q.
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8 •
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4 •
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X
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1?
/

/

1
10 20
• TEMP, C
JUL
;
/
/

/
10 20
TEMP. C
NOV




1




3




3

10 ^o
TEMP. C
4 •
3-
X
Q.
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0
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0
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/
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10 20 3
TEMP, C
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10 20 3
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DEC




1





4 •
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i
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0
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/
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SEP









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3




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75
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10 20 3
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OC1


/

) I'D 2'0 3
TEMP. C
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TIOL MRXIMUM DEPTH
HYDR. RES. T]ME
MINIMUM MIXING




3D 0 10 20 30
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                           D-219
-------
                          fir*
                                            IIA1
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0
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     	JUL
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        NQV
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u
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       10   20
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        DEC
                   B •
                   12 I	,
                     0    10
                                 30
                                     12
                                 30
           ZO   30
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                                     12
 10   20
TEMP, C

  SEP
 10   20
TEMP. C
                                                   30
                                                       12
                                    d.
                                    uj
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                                                   30
                                                       12
  10   20   30
 TEMP, C

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  10   20   30
 TEMP. C
                        FRESNO,   CRLIFORNIR

                        40' INITIRL MflXIMUM DEPTH

                        250 DRY HYDR.  RES.  TIME

                        MRX1MUM MIXING
                                 D-220
-------
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                               JUN
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8
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10 20 3
TEMP. C
JUL
/
/




I'O g'O 3
TEMP. C
NQV






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4 •
X
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D '2C
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/
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10 20
TEMP. C
nut
/
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)



I'O 2'0
TEMP. C
DEC






3




3

10
TEMP
20
. C
4 •
z:
x
0.
UJ
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0
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)
1 ,


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X
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0
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/

10 20 3
TEMP, C
OCl

/


I'O 2'0 30 "0 I'O 2'0 3
TEMP. C TEMP. C
FRESNO. CRLIFORNIR
40' INlTIflL MPXIMUM DEPTH
250 DRY HtDR. RES. 7 ME
MINIMUM MIXING
30
D-221
-------
                         BPK
                                           nni
Q.
UJ
 12
0   10   20
   TEMP. C

 	  JUL
X
t—
a.
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Q.
0   10   20
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 	  NOV
X
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0.
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12c
0
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SI
X
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8 •
/


/

10 20 3
TEMP, C
RUC
/
/


I'D 2'0 3
TEMP. C
DEC






10 ZO 3
TEMP. C
                                    12
                                    12.
                                          10   20
                                         TEMP.  C

                                           SEP
                                          10   20
                                         TEMP.  C
                                                    x

                                                    0.
                                                  30
                                                      12
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                                                    LU
                                                  30
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                                                             OC1
                                                           10   20   30
                                                          TEMP. C
                                         FRESNO,  CRLIFDRNIfl


                                         40'  IN1TIRL MRXIMUM DEPTH

                                         INFINITE HYDR. RES- TIME

                                         MRXIMUM MIXING
                               D-222
-------
4 •
JC
X
Q.
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"C
0
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C
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0.
LU
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0
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,



10 20 3
TEMP. C
JUL





I'D 2'0 3
TEMP. C
NQV








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z:
X
Q-
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12
0 C
0
4 •
X
Q.
UJ
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0
4 .
sr
X
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10 ZO 3D "C
TEMP. C
;

1
10 20 3
TEMP. C
due
/




ib 2'a 3
TEMP. C
DEC








4 •
z:
3:
-------
HRft
                HP*
                                 ItRI
                                                  JUN
8 •
E
X
-------
                                            nni
                                                              JUN
                   8 •
X
t—
0-
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                                    I—
                                    0_
                   16-
       10   20
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        JUL
X
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0.
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UJ
 24
               3D
                         10   20
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                          DUG
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        NGV
                  Q_
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       10   ZO   30
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                         I'D   2'0
                        TEMP. C

                          DEC
                                 30
 10   20
TEMP. C

  SEP
                                    d.
                                    LLJ
                                 30
                         10   ZO   30
                        TEMP. C
                                     24
                                                   30
 10   20   30
TEMP. C

  OC1
                                                       6 •
            x:
            i—
            Q_
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            CD
                                                       IB-
 10   20   30
TEMP. C
 10   20   30
TEMP. C
FRESNO.  CRLIFDRNIR

75'  INlTIflL  MRXIMUM DEPTH

10 DRY HrDR.  RES.  TIME

MINIMUM  MIXING
                                D-225
-------
tin*
                                                          JUN
8
X
Q-
o
18
"c
0
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X
Q.
UJ
0
8 <
x:
X
Q.
LU
a
16-
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10
TEMP
JUL



I'D
TEMP
NQV

/
1
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TEMP
20
C

/
/
2'0
C
3



3

20
C
3
8 •
X
a_
D 2 0
0
e •
X
uj
o 24c
0
8 •
X
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o
16
24
0 C



/

/

/




10 20
TEMP. C
PUC
j
To
TEMP
DEC


7
TE


a
MP
2'0
. C


z'a
. C




3



8 •
z:
X
a.
0 C
0
8 •
sr
*
X
CL
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10 20 3
TEMP. C
SEP




u
X
a.
24
0 C
0
0
x;
a.
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30 "0 I'O 2'0 30 '"£
TEMP. C


.1
FRESNO.

/
/
/
10 20 3t
TEMP. C
OC1


1
) I'O 2'0 3
TEMP. C
CRLIFORN R
75' 1NITIRL MPXIMUM DEPTH
30 Dflr HYDR- RES. T]ME
MflXlhUM MIXING
0
                          D-226
-------
 0 r~
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LU
O
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 24
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 24
 8 -
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 24
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                                      MRX1MUM MIXING
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                        SALT  LAKE CITY,  UTAH
                        40'  IN1TIRL MflXIMUM  DEPTH
                        75 DRY HYDR. RES-  HME
                        MINIMUM MIXING
                                  D-319
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                                    75'  IN1TIRL  MRXIMUM DEPTH
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                         100'  INIT1RL  MRX1MUM DEPTH
                         75  Dflr HrOR-  RES.  TIME
                         MRX1MUM MIXING
                                  D-338
-------
                                                                     JUN
  10
0.
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                                     D-339
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INITlflL MRXIMUM DEPTH
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MflXlttUM MIXING
10 20 30
TEMP. C
D-340
-------
                                               nni
                                                                 JUN
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    100'  INIT1RL  MflXIMUM DEPTH
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    MINIMUM MIXING
                                   D-341
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D-342
-------
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                         INFINITE  HYDR. RES.  TIME

                         MINIMUM MIXING
                                   D-343
-------
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                                    40' INITIflL MHXIMUM  DEPTH
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                                            40' INITIHL  MRXIMUM DEPTH
                                            250 DRY HYDR. RES. TIME
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                                            WASHINGTON,  D,C,
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10 20 3C
TEMP. C
OC1




) I'O 20 3
TEMP. C
^NSRS
INlTIflL MRX1MUM DEPTH
30 DRY HYDR. RES. TIME
MRX1MUM MIXING
10 ZO 30
TEMP. C
                         D-496
-------
HA*
                    ftp*
                                                            JUN

20'
X
0-
4 0*
Gflc
0
20-
X
a.
o
40-
60c
0
20-
X
a.
UJ
60
C






10 20
TEMP. C
JUL
I


;
I'O 20
TEMP. C
NQV



3




3

10 20
TEMP. C
3

20
X
0_
a
40
eo
D C
0
20-
X
0-
CZ>
40-
D 6°C
0
20-
X
Q_
UJ
a
40-
D 6°C
i
1

/
/
1
10 20 3
TEMP. C
RUG








I'D 2'0 3
TEMP. C
DEC




20-
X
Q_
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40-
60
0 C
0
20-
X
a.
a
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/
1
)
10 20 3
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SEP




I'O 2'0 3
TEMP. C
WICHITR

20
X
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40-
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0
20-
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, KF


/
/
)
10 20 3
TEMP. C
OCl




I'O 20 3
TEMP. C
1N5R5
200' INITIRL MRX1MUM DEPTH
30 DRr HVDR. RES. TIME
MINIMUM MIXING
10 20 30
TEMP. C
                          D-497
-------
                            RPIt
                                               nni
                                                                  JUN
•  20
0.
UJ
o
  40
                     20-
                   X
                   t—
                   0-
                     40-
                                        20-
                                      r:


                                      3:
                                      UJ
                                      O
                                                           20-
                                                         a:

                                                         Q-
                                                           40-
 60
 20-
0.
LU
O
 40-
60.
O.
UJ
Q
 40-
 60
      10   20
     TEMP.  C

       JUL
       10   20
      TEMP.  G

      	KOV
       10   20
      TEMP.  C
                30
                3D
                     60
                3D
                      0    10   20
                         TEMP, C

                            BUG
                     20
                   0_
                   UJ
                   a
                     40
                     60.
                     20
                   O.
                   LU
                   o
                     40-
                    60
                          10   20
                         TEMP. C

                            DEC
                                   30
                                        60
                                         0   10   20
                                            TEMP, C

                                           	 SEP
                                   30
                          10   ZO   30
                         TEMP. C
                                       20-
                                        40-
                                       60.
 10   20
TEMP.  C
                                                      30
                                                      30
                                                           60
                                                           20
             a_
             LLJ
             O
               60.
                    10   20   30
                   TEMP, C

                      OC1
                                                               10   20   30
                                                              TEMP. C
NICHITn,  KRN5R5

200'  INITlflL  MflXIMUM  DEPTH

75 Dflr  HrOR-  RES.  TIME

MflXIMUM MIXING
                                  D-498
-------
         ItR*
                                                               JUN
                    20'
                                                        20
0-
LU
a
 40-
                    40
0_
LU
O
                                    a.
                                    LU
                                    O
                                                        40'
       10   20
      TEMP, C

        JUL
 20
CL
UJ
O
 40
       10   20
      TEMP. C

        NQV
                30
                    60
                    20-
31
f—
0_
UJ
O
                3D
                    40
                    60.
       10   20
      TEMP,  C

         sue
                                  30
                                      60
       10   20
      TEMP, C

         SEP
                                      20-
a.
LU
O
      TEMP. C

         OEC
                                  30
u
20
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\
10 20 3
TEMP. C TEMP. C
                                      40
                                      60
       10   20
      TEMP. C
                                                    30
                                                        60
                                                    30
                                                        20'
 10   20   30
TEMP, C

   OCl
 I'O   20   30
TEMP.  C
                                           WICHITR.  KRN5R5

                                           200'  INiriRL MRX1MUM  DEPTH

                                           75 DRV HYOR- RES.  T]ME

                                           MINIMUM MIXING
                                 D-499
-------
            nni
                               JUN
20-
x
0.
UJ
60o
0
20-
X
0-
UJ
60o
0
20-
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OL
U.I
D
-------
nnn
                    DPK
                                        nni
                                                            JUN
20
5C
X
0.
UJ
60o
0
ZO-
X
0.
UJ
°4fl.
60o
0
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10 20
TEMP, C
JUL









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TEMP. C
nor

/
/





10 20
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3



3




3
20
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0
20
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) 10 20 3
TEMP. C
SEP
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f

) I'O 2'0 3
TEMP. C
WICHITR
20-
X
0.
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60
0 C
0
20
X
0_
UJ
o 60c
. Kf
/


10 20 3
TEMP. C
OCl

/

) To 2'o ^
TEMP. C
200' INIT1RL MRX1MUM DEPTH
250 DRY HYDR. RES. T IME
MINIMUM MIXING
10 20 30
TEMP. C
                          D-501
-------
I1RR
                     APR
                                         nsi
                                                              JUN
20
r:
x
0.
UJ
60,
0
20-
I
0_
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6"c
0
20
IT
X
Q.
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10 20 3
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JUL



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TEMP. C
20-
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0
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0
20
x;
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^


10 20 3
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WICHITR
20-
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20-
x:
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, KP



<^


10 20 3(
TEMP. C
OC1



/


I'O 2'0 3
TEMP. C
1N5R5
200' [NITlflL MflXlMUM DEPTH
INFINITE HYDR. RES- TIME
MRXIMUM MIXING
10 za 90
TEMP. C
                            D-502
-------
                             JUN
20
z:
X
n_
o
40-
60o
0
20-
X
t—
0.
°40.
60o
0
20
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0




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TEMP, C
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TEMP. C
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20
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0
20
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X
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0 . C







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10 20 3
TEMP. C
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40
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0
20-
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TEMP, C
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^



10 20 3
TEMP. C
OC1



(


I'D 2'0 3
TEMP. C
1N5R5
200' INITIflL MflXlMUM DEPTH
INFINITE HYDR. RES- TIME
MINIMUM MIXING
10 za 30
TEMP. C
D-503
-------
                              APPENDIX E

            MODELING THERMAL STRATIFICATION IN IMPOUNDMENTS

Figure E-l     Comparison of Computed and Observed Temperature
               Profiles in Kezar Lake

Figure E-2     Comparison of Computed and Observed Temperature
               Profiles in El Capitan Reservoir

Figure E-3     Log of Eddy Conductivity Versus Log Stability--
               Hungry Horse Data
                                 E-l
-------
IMPOUNDMENT THERMAL PROFILE MODEL:   BACKGROUND

     The model used for computation of impoundment temperature profiles
is based on the Lake Ecologic Model originally developed by Chen and
Orlob (1975).  The model was modified for this application to compute
temperature alone.  The purpose of the model application was to
simulate the effects of mixing, impoundment physical characteristics,
hydraulic residence time, and climate on the vertical profiles of
temperature.

Physical Representation

     Each configuration simulated was idealized as a number of horizon-
tally mixed layers.  Natural vertical mixing is computed by the use
of dispersion coefficients in the vertical  mass transport equation.
Values of the dispersion coefficients for different size lakes were
estimated from previous studies (Water Resources Engineers, Inc.,
1969).

Temperature

     Temperatures were computed as a function of depth according to
Equation (E-l).

   7 31  -  J_ _L (A n  ^-}     ^- (OT) + ^- (u-XT) + ^ - T ^     (E-
   v 3t  "  cp  3z lAzDz 9zj     9z ((*l)   cp ly AU   cp   '  9t
                       *
where   T = the local  water temperature
        c = specific heat
        p = fluid density
       A  = cross-sectional area at the fluid element boundary
                                  E-2
-------
     t = time
     z = vertical distance
    DZ = the eddy diffusion coefficient in the vertical direction
     Q = advection across the fluid element boundaries
                  f
    AS = cross-sectional area of the surface fluid element
   y»A = coefficients describing heat transfer across air-water
         interface
     0 = sum of all  external additions of heat to fluid volume
         of fluid element
     v = element volume

Application/Verification
     The model has recently been used in a lake aeration study
(Lorenzen and Fast, 1976).  In that study, the model was applied to
Kezar Lake in New Hampshire and El Capitan Reservoir in California
to verify that artificial mixing could be adequately simulated.

     Computed temperature profiles were compared to observed values
as shown in Figures E-l and E-2.  The model performance was judged to be
good for the intended purpose of providing guidance for further study.
PREPARATION OF THERMAL PROFILES
     The thermal profiles in Appendix D of this report were prepared by
inputting  the selected climatological conditions, inflow rate, impoundment
physical conditions,  and wind.  Of these, only wind warrants special dis-
cussion here.  The  remaining model parameters are discussed in the text
of  Chapter 5.
Hind-Induced Mixing and the Eddy Diffusion Coefficient

     Figure E-3 is a plot of the eddy conductivity coefficient versus
stability.   It was used to obtain coefficients for wind mixing for the
                                   E-3
-------
                TEMPERATURE (°C)
      10
           ^Simulated
             Prototype
FIGURE E-l     COMPARISON OF  COMPUTED AND OBSERVED
               TEMPERATURE PROFILES IN KEZAR  LAKE
                       E-4
-------
EL CAPITAN 1964 -NO Ml XING
     TEMPERATURE (°C)
     10   15   20   10   15   20  10  15  20   25
 I
 I-
 o.
 Ul
 Q 20
   40
   60
   80
                                          Simulated
                                          -Prototype
     ISO DAYS     165 DAYS     180DAYS
EL CAPITAN 1966 - WITH AERATION
     TEMPERATURE (°C)
     10   15   20   10   15   20  10  15   20   10   15   20  25  \7
     v j	•    	i	» -. — •       - - *    *   — •	 '     *    -^^—^y
   80
   100
     60 DAYS
'_	}  •••	
90 DAYS     TODAYS     iso DAYS
      FIGURE E-2     COMPARISON  OF  COMPUTED  AND OBSERVED
                      TEMPERATURE PROFILES  IN EL CAPITAN
                      RESERVOIR
                             E-5
-------
              Legend'  on MAY-26 MAY 1955   0 9 JUNE-23 JUNE 1965  A 7JULY - 21 JULY ises
                       X 26 MAY-9 JUNE 1965   a 23 JUNE-7 JULY  1965
H

Oi.
EDDY CONDUCTIVITY COEFF. D (z,t ), m* sec'1 x I04
b b b .-•«* P> J* c
5 r\3 * c> co •— K> * b> os b b oooc



	





XT —








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/Envelope
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              .Ol    .02   .04.06.08.1     .2    .4  .6.81.0   2.0   4.0  6.08.010    20   4O  6080100  20O  400

               STABILITY E(z,t),m-U|06
              FIGURE E-3   PLOT OF THE  EDDY CONDUCTIVITY COEFFICIENT,  D(Z,T)  VERSUS
                            STABILITY, E(Z,T) FOR  HUNGRY HORSE RESERVOIR DATA
                            (AFTER WATER RESOURCES,  INC,, 1969)
-------
model runs.  The upper envelope represents high wind mixing conditions
and the lower envelope represents low wind mixing conditions.   Note
that the plot in Figure E-3 was developed for this model, and  the
model was then verified with data from Hungry Horse Reservoir, which
is located on the South Fork of the Flathead River in northwestern
Montana.  Accordingly, the extremes of wind mixing and the effects on
impoundment stability are as found for Hungry Horse Reservoir.  The
coefficients should be applicable elsewhere, however, because  the
eddy diffusion coefficient is relatively insensitive to climate and
location.

     The significance of the eddy conductivity coefficient and its
implications for wind mixing may be understood by examining an
equation describing transport within the system.  Mixing "implies the
transfer of materials or properties within a system from points of
high concentration to points of low concentration, and vice versa.
For a system which is undergoing forced convection, it has been
observed that the time rate of transport, F, of a property, S,
through the system is proportional (other things being equal)  to the
rate of change of concentration of this property with distance, z.
In equation form, this rule is expressed as:

                          F = - D ||                             (E-2)

where D is the coefficient of proportionality.  The mixing process
as defined by Equation (E-2) is variously called  "effective diffusion,"
"eddy diffusion," or  the  "diffusion analogy" because it is identical in
form to the equation  describing the process of molecular diffusion.
The difference between the two processes, however, is that for molecular
diffusion,D is constant,  while for turbulent transfer, D is a function
of the dynamic character, or the  turbulence level, of the system.
In general, D is a temporal and spatial variable, and thus will be
                                  E-7
-------
referred to here as D(z,t).  Equation (E-2) rewritten for heat flow over
the reservoir vertical axis is

                           H = -pcD(z.t)  l-                       (E-3)
where   H  =  heat flux, HL'V1
                                  _3
        p  =  density of water, ML
        c  =  heat capacity of water, HM  D~
                                                 2  1
   D(z,t)  =  coefficient of eddy conductivity, L T
        T  =  temperature, D
        z  =  elevation in the reservoir, L
        t  =  time T
     From Equation (E-3), therefore, it may be seen that the rate of
heat flux (H), which describes the rate of energy transfer vertically
in an impoundment, is a function of the temperature gradient over
       ST
depth (|p-) and the degree of turbulence (induced by wind and other
factors) and is characterized by the eddy diffusion coefficient D(z,t)
in the equation.  It is this coefficient, D(z,t) which is plotted on
the ordinate (stability is on the abscissa) in Figure E-3.
NOTE:
     For a more detailed description of the model, its applicability,
and the eddy diffusion coefficient, the reader is referred to a
report entitled "Mathematical Models for the Prediction of Thermal
Energy Changes in Impoundments." (See the list of references at the
end of this Appendix.)
                                  E-8
-------
REFERENCES FOR APPENDIX E
Chen, C.W., and Orlob, G.T., 1975.   Ecologic simulation for aquatic
environments in systems analysis and simulation in ecology.  Academic
Press, N.Y., San Francisco, and London.   111:475-588.

Lorenzen, M.W., and Fast, A., 1976.   A Guide to Aeration/Circulation
Techniques for Lake Management:  For U.S.  Environmental Protection
Agency Corvallis, Oregon.

Water Resources Engineers, Inc., 1969.  Mathematical  Models for the
Prediction of Thermal  Energy Changes in Impoundments.   Water Quality
Office, Environmental  Protection Agency.
                                 E-9
-------
                              APPENDIX F

                 RESERVOIR SEDIMENT DEPOSITION SURVEYS

        The material in this appendix consists of a reproduction of a
   bulletin compiled by F. E.  Dendy and W.  A.  Champion,  which provides
   data on rates of sedimentation in U. S.  reservoirs.

                             INTRODUCTION

     Data from known reliable  reservoir sedimentation surveys made
in the United States through 1970 are summarized in this bulletin.
Additional data from surveys made after 1970 are included for a few
reservoirs.

     This bulletin supersedes  USDA Miscellaneous Publication No.  1143,
which was published in May, 1969.-   All reservoir surveys reported in
Miscellaneous Publication No.  1143 have been repeated in this bulletin.
In addition, it includes surveys made before 1965, but not previously
reported, and new data on reservoirs surveyed or resurveyed since 1965.
The reservoirs are located in  all of the 48 conterminous United States,
except Florida, and in Puerto  Rico.  In addition to data on storage
reservoirs and ponds, some information on debris basins  is included.

     A supplement to this bulletin, from which the data  were extracted
and summarized, contains detailed information about each of the reservoirs

     ]_/ Dendy, F.E. and Champion7~W.A., Compilers.  Summary of Reservoir
Sediment Deposition Surveys Made in the United States Through 1965.  U.S.
Department of Agriculture Miscellaneous Publication No.  1143, 64 pp.,
May, 1969.  (Cooperative report with the Sedimentation Committee.  Water
Resources Council).

                                   F-l
-------
listed in the summary table.  The method used in presenting this infor-
mation is given on pages F-2, F-3, F-4 and F-5.  The supplement has not
been distributed with this bulletin because of its bulk and because the
detailed information is not of general interest.   Copies are available
in the offices of the agencies represented on the Sedimentation
Committee of the Water Resources Council.  Reprints of data sheets
for specific reservoirs may be obtained on request from the Director,
USDA Sedimentation Laboratory, U.S. Department of Agriculture, Oxford,
Miss. 38655.  Requests for information not contained in this bulletin
or in the supplement should be directed to the agency supplying the
data.
     The accuracy of the survey  data  varies  greatly.   Surveys  range
from reconnaissance measurements of sediment depth at a few locations
to detailed  surveys based on closely  spaced  cross sections  or  contours.
No attempt has  been made to classify  the surveys  according  to  degree
of accuracy.

     Information in this bulletin and in the supplement should prove
useful  to engineers and watershed planning  specialists in private  and
public  practice who are concerned with problems of reservoir sedimen-
tation.   Engineers, engineering  firms and local government  agencies
who have data on similar reservoir surveys  are invited to make this
information  available to the Sedimentation  Committee,  WRC,  for inclusion
in supplements  to this  publication.

                   EXPLANATION OF THE SUMMARY TABLE

     Data in the summary table of this bulletin were obtained  from the
reservoir sedimentation survey data sheets  contained in the supplement.
Dashes  in columns of the table signify that data  were unavailable  or
that the column is not applicable for the reservoir.

     Reservoirs are grouped according to the 79 drainage areas into which
the United States has been divided as shown in the publication, "River
Basin Maps Showing Hydrologic Stations," compiled under the auspices of
the Subcommittee on Hydrology, Federal Inter-Agency River Basin
                                  F-2
-------
          2/
Committee.-   An index map of these drainage areas is shown on page F-78.
The drainage areas in which the reservoirs are located are shown as
subheadings in the summary table.  The first of the two numbers identi-
fying a reservoir indicates the drainage basin in which it is located.
The second number denotes the particular reservoir in the drainage area
and is based upon the order in which the data were prepared.  These
numbers are the same as those identifying the corresponding survey
data sheets in the supplement.  When a survey data sheet is revised
or when another sheet is prepared with information for additional  surveys,
the identification number is modified by the addition of letters beginning
with a; for example, 13-2, 13-2a, and 13-2b.

     Total drainage area includes the reservoir area and the area  lying
             0
above all  upstream dams but generally excludes noncontributing drainage
areas lying within the watershed boundary.  Where available, the drainage
area figure published by the U.S. Geological Survey in Water-Supply
Papers is usually used.  The net drainage area is the sediment-contrib-
uting area and generally excludes the reservoir area and the drainage
areas above upstream reservoirs, or other structures which are effective
sediment traps.

     The first date shown usually corresponds to the beginning of
storage when sediment deposition began.   However, for some reservoirs
the first date represents the date of the contour or range survey  made
after the reservoir had been in operation for some time.

     For most reservoirs, the storage capacity given is the total
storage below the level of the crest of an ungated spillway or the top
of gates (less gate-height freeboard, if any) of gated spillways.
Where capacity values below the spillway crest elevation are given,
footnotes are used to explain.
     2/  U.S. Inter-Agency Committee on Water Resources,  Subcommittee
on Hydrology.  River Basin Maps Showing Hydrologic Stations.   U.S.
Dept. Com., Weather Bur.,  Notes on Hydro!.  Activ.  Bui.  11,  79 pp.,  1961.
                                    F-3
-------
     The capacity-average annual  inflow ratio (C/I ratio)  was derived
from the reservoir storage capacity and the average annual  inflow.
Normally the average annual  inflow for the entire period of record
was used to compute the C/I  ratios.  This time period may  or may not
correspond to the period for which sediment accumulation was given.
Generally, the C/I ratio was not given if upstream structures con-
trolled 25 percent or more of the drainage area.

     The specific weight of deposited sediment is an average or weighted
value for the reservoir, determined generally from samples of deposits.
In view of the variations with depth and location within the reservoir,
specific weight is generally an approximation for the reservoir.  The
entry is marked by an asterisk where the specific weight is assumed  or
                                                             «
is calculated from field data or the size-frequency grading of the
deposits.

     The average annual rate of sediment accumulation (acre-feet and
tons per square mile of net drainage area) pertains to sediment
deposited in the reservoir below the full pool elevation.   Sediment
deposited in deltas above full pool level or sediment discharged from
the reservoir is not included unless explained by footnote.  For
reservoirs with more than one survey and where the latest  survey
indicated an increase in the specific weight of deposited  sediment,
the annual sediment accumulation rate in tons per square mile was not
always computed in the same  manner.  For some reservoirs,  compaction
of earlier sediment was considered and in others  it was not.  All of
the deposited sediment was assumed to have been transported into the
reservoir by water.

     The agency supplying data is shown in the last column of the table.
This agency either has the basic data available or has access to it
through cooperative arrangements.  The symbols used in this column
apply to the following agencies:
                                   F-4
-------
     ARS -  Agricultural  Research  Service    ODW  -  Ohio  Department
           n        ,. n   ,    ..                    Natural  Resources--
     BR  -  Bureau  of Reclamation                  Division of Water
     CE , -  Corps  of Engineers               $cs  _  Soi]  Conservation
     FS  -  Forest  Service                         Service
     GS  -  Geological Survey               TVA  -  Tennessee Valley
     me   T-n •   •   oj.  a.  n 4.                     Authority
     IWS -  Illinois State  Water                          J
           Survey
              FORM FOR REPORTING RESERVOIR SEDIMENTATION

     A completed sample of the reservoir sedimentation data sheet from
the supplement is shown on pages F-79 and F-80.  This sheet is a
convenient and standard form for reporting results of reservoir surveys.
An invitation is extended to readers, particularly those practicing
engineering individually, in engineering firms, or in local government
agencies, to prepare sheets covering surveys known to them but not
included in this publication.  A blank "Reservoir Sedimentation Data"
sheet is enclosed as a tear sheet on pages F-81 and F-82.  Additional
data sheets may be obtained from the department offices listed on the
title page or the form may be reproduced if desired.   The completed
forms may be sent to any one of the agencies represented on the Sedi-
mentation Committee for inclusion in supplements to this bulletin.
                                  F-5
-------
                                                                                                  SUMMARY OF
                                                                    RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVC ANN.
INFLOW
(ACRE-FT.
PER
ACRE-FT)


SPECIFIC
WEIGHT
DRY)
LB. PER
CU. FT.)

AVG. ANN
SEDIMENT
ACCUMULATION
PER SQ. MI.
OF NET DR.
AREA FOR
PERIOD SHOWN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA

Oi
                                                                   ST. JOH» KACHIAS, PENOBSCOT, KKNXEBKC, ANDBOSCBOOGK, AND P8E5UNPSCOT RIVER BASIN
1-1
2-1
2-2
2-3
2-1
2-5
2-6
2-7
3-1
3-2
3-3
3-1
*-!•
1-2.
1-3
1-1
1-5
1-6
l-7a
l-9a
1-10



Mountain Street 	
Planta Pond 	
Southington Reservoir 	
Hallingford 	
Neat Whately 	
•eetfield 	
Schoharle (Gllboa Da») 	
Carnegie Lake 	
Mappimer- 	
Loch Raven Reservoir 	
	 do— 	
Prottyboy 	
Griffin 	
Elatiuret 	
Lake UlUlaaa 	
Willlaias Bridie 	

do
n
	 do 	
-— do

do-
"T _
rt n


Broad Brook Rival 	
Trib. of Beaver Brook 	
IlghUile Run 	
~T
do
Pine River 	
	 -do— 	
Avery Brook 	 	 	
Noose Mountain Branch 	

	 do- 	
Mil atone River 	
kappinger Cre*k 	
GonpoMder Palla River 	
	 do 	
	 do—— 	
Criffin Creek (Legget) 	
Roaring Brook 	

Stafford Meadow Brook 	




rift


Paulina Kill River 	


HOUSATONIC, CONNECTICUT
Broad Brook, Conn. — —
Greenfield, Haas. 	

Southington, 2om. 	
	 do 	 —
Hallingford, Coun. 	
Heat Whately, Haas. 	
•eetfield, Haaa. 	
HUDSON RIVER BASIN AND
Prattaville, N. T. 	
	 do 	
Princeton, N. J. 	 —
	 do 	
13.9
, THANES,
5.13
.8
15.76
1.03
8.98
9.0
13.8 — 1913
— Oct. 1969
1HD NERRINACI RIVER BASIN
— — 191A
— Sept. 1951
— — 1905
— Sept. 1951
Nov. 1850
Sept. 1951
_ — 1883
— Sept. 1951
— — 1911
— Sept. 1951
— — 1902
— Sept. 1951
2.52 — — 1871
— — Sept. 1951
ST. LAURENCE DRAINAGE IN NEH TORK
3U 312.32 Aug. 1926
— Nay 1950
155
•appinger Palls, N. T. 197
SUSQUEHANHA AND DELAWA&
Tonon, Hd. 	 303
	 do 	 —
	 do —
Herford, Md. 	 	
	 do 	
	 do 	
Scranton, Pa. 	 	 	
Tork, P». 	

~~
cio*
do
Spaneer, N. Y. 	

Coluabia, ». J 	
80
3.21
31.85
12.9
5.0
15.16

.U '
.n
171
— Oct. 1955
17.8 Doc. 1907
— Sept. 1950
— — 1900
— July 1952
E RIV-H BASIHS
1/219.1 — 1911
— Oct. 1913
— June 1961
77.5 Apr. 1933
— Oat. 1913
— Sept. 1961
3.01 — 1888
— May 1911
31.55 — 1890
— Nay 1911
12.6 — . 1912
— Apr. 1939
1.91 — 1893
— Nay 1911
1951
_ 1965
.11 July 1955
Aug. 1957
— June 1966
.71 July 1955
— Aug. 1957
— June 1966
171 July 1937
— July 1957

56
35
16
101
68
10
19
77
23.8
200
12.8
9.0
52
29
18
10.5
53
51
27
IB
12
11
2
8.9
2
8.9
20
156 -0.029
311 .021
3,706 —
3,652 -
1,071.2 —
1,056.1 —
105.0 —
81.8
321.8 —
3H.O —
133.1 —
130.0 —
76.7
71.2
561.6 —
5*6.8
63,821 —
62,702 —
12.3 .005
13.5 .002
1,256 —
951 —
601.1 —
161.6 —
.5/70,169 —
5/61.813 —
60,979 —
i/60,110 —
1,991 —
1,953
3,716
2,686 —
2,232
1.0»6 -
896.19 .025
705.32 .019
617.06 .017
56.01 .130
55.90 .129
55.60 .128
187.31 .250
187.13 .250
186.70 .219
311.77 —
211.19 —
•100
•50
•50
•50
•50
•50
•50
•50
•60
•60
•50
•50
•60
57.3
•60
61.2
19.1
•60
•80
•79.2
•80
•80
•61

0.15
.33
.56
.01
.10
.01
.012
.091
I/. 166
.02
2/.20
.01
V-618
.187
.699
.391
.237
.391
.022
.351
.177
.170
.083
.130
.068
.02
326
359.1
609.8
10.9
108.9
13.6
13.07
102.1
1/217
26. U
217.8
10.69
4/808
233
913
517
121
159
231
296
1U
226.5
119
28
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
-------
4-12
4-13
4-14
4-15
4-16
4-17
4-18
4-19
4-20
5-la
5-2
5-3
5-6
5-7b
5-8
5-9
5-10
5-U
5-12
5-13
6-1
6-2
6-3
6-4
Ui
Pallngton Beserv«dr
Lake Rushford 	
T art 1
icodaio
Coat vlll
^^ SV~^*~
Lib rt R
Cda ooorirolr
Llttl D

U * U J
noiint norrlo
rt
_
teroon ree
Ltttl Ch t #2B-


J-HKC rcrort



Burnt Mills 	
_ _
rrern n t ro-
da

t
Dtaunton

I L.
*™ -
Triad el phi* L. (Brighton D. )-
d
do
_ T .
d
Thomas W. Koon Lake 	
- ni nnm
javage Uiver uarn
RockT Go
nocxf rgo
South River, Site 26- 	
Wilde Lake 	
d°








. . - do- ..... 	


do
Caneadea Creek 	
ranajW^° " r"
Run
do
p
* do
Cattail Branch 	


d

ttorson re
West Branch Little Choconut

do ° c or
A


N. W. Br. Anacoatla River-
Trib. of Indian Creek 	
d
do




Occoquan Crock
Pat t Hi
tujten r
rio
do


d
*:

Ravage itivor
Patuxcnt River*
Inch B ch
do""1
Trib. Little Patuxent 	
do

. rC
Ull. Jemey Creek 	
f> Ji... p -A.



do


d
Caneadea, N. T. 	
™ri~"C'
do
do


Had ° Hd
do*
feunt Morris, N. I. —
	 do 	
veil, .
Choconut Center, N. I.
POTOMAC, RAi
*^3 rC

rt
Oronoco, Va.— — 	
Silver Spring, Md. 	
Gr hi t Hd
reenD t.
do
On
- f°
taunton, Va,
	 do- 	
HanaatULO, Vo.
B iotit Hd
rlSnt3 n, Hd.
do-


^
1 ffttul Md


Waynesboro, Va. 	
Colunfcia, Hd 	
CHOWAB, BOANOKE, TAJ,

Frankllnton, N. C 	
I" » M "



da

2.91
60.7
20.0
5.0
164
.74
1,077
4.3
1.64
PPAHANHOCK,
14.5
33.21.
27.0
10/.82
25
337
81.4
64
60
105.0
132.8
2.7
1.88


2.90
159.1
.73
1,011
4.3
1.64
IOJUC, UiD JAM
14.3
33.07
26.97
.79
25
336.4
80.O
-
12/4
59.6
104.44
50.14
2.7
1.85

mUSS, AND CAPE PEAH HIV
4.0 4.0
1.13 1.12
74.1
62.8
73.4
62.3
Apr. 1939 55
Apr. 1939 1.6
— 1925 —
Oct. 1951 26
July 1951 51
July 1951 35
June 1962 7.9
Nov. 1962 U.U
Hay 1957 5.5
Hw 1963 5.9
Oct. 1970 2
Oct. 1970 2
ES RIVEH BASINS
Jan. 1915 —
Feb. 1938 23.1
Aug. 1957 19.5
Feb. 1907 —
Feb. 1938 31
Hay 1930 —
Har. 1938 7.8
Feb. 1938 1.6
Aug. 1957 19. 5
June 196B 10.8
Dec. 1925 —
Jan. 1940 14
June 1957 17.5
July 1930 —
Aug. 1937 7.2
Oct. 1950 8.3
Sept. 1958 7.9
Aug. 1964 5.9
S^,t. 1913 —
Apr. 1940 26.6
Har. 1932 —
Apr. 1940 8.1
Har. 1956 4.0
Har. 1954 —
Aug. 1964 10.4
Hay 1956 —
No». 1970 14.5
Sept. 1966 —
Aug. 1968 1.9
Aug. 1969 1.0
ca BASINS
June 1941 16
Jan. 1925 —
Hay 1938 13.3
Feb. 1923 —
Aug. 1934 11.5
Aug. 1934 6.;
10.0
63.0
59.9
28,000
27,426
137
106
1,019
970
138,762.4
138,227.0
6/23.37
6/19.99
338,010
336,611
335,393
891.40
887.95
272
271.38
8/1.847
S/1,762
2/2,092
1,860
1,723
181
95
196
186
151
n/w
385
373
350
4,500
1,158
12/20,222
20,089
19,633
19,045
3,129
3,004
7,312
7,294
20,300
20,020
21,390
20,789
610.4
607.0
196.97
170.99
163.72
106
94
34.7
27.3
2,870
2,610
4,354
4,135



—
_
1.133
1.129
.347
.345
.344
.229
.228
.183
.182
.142
.134
.161
-
•.312
•.296
•.240
.234
—

.327
.324
.317
.308
.172
.169

.28
.28
.140
.122
.117

-
-
-
33.2
•60
•50
•50
•60
•60
•80
•80
•60
•60
•60
•60
•60

•60
•50
•50
61.1
-

•60
67
•60
•60
•60
67
•60
50.6
.034
.669
.37
.03
.28
.426
6/1.055
.25
.20
6/-W
6/.19
.257
.728
.134
.408
7.91
2.27
1.52
.034
.053
.141
.20
.72
1.25
14/-090
.036
.643
SCS
483
— SCS
484
33
— SCS
305
SCS
557
— SCS
1,378.7
419
335
6/696
— SCS
6/331
— SCS
336
950
— SCS
— 305
533
10,337
2,970
1,945
— SCS
-
184
218
784
1,663
— SCS
efe
840
1.15 1,678
• — — SCS
.087 110
— — SCS
15/7.3916/11,278
3.93 5,133
— — SCS
.19 —
— — SCS
.509 743
.308
.541
402
596
t«
   I/  Includes estimated 112 acre-feet passing through Shandaken Tunnel.
   2/  Includes 103 acre-feet of sediment dredged In 1937-1939.
   2/  Partial Burrey covering eegnenta 1-L4 In Stoney Brook Arm Only.
   4/  Net sediment contributing area vas 299.4 aq. ml. until 1933 when Prettyboy Dam MS completed.
This area vas used In the 1943 calculations.
   5/  Revised after 1961 surrey.
   o/  Conservation or sediment pool only.
   2/  Hot determined - assumed equal to that determined in 1963.
   8/  Based on original spillway crest elevation 205 feet a. s. 1.
   Q/  BAH** on epillmr creftt elevation 210 feet m. ft. 1. and eetltMtad camclty of 2,1ftO acre-feet
resulting from 1942 addition to top of dam.
10/  Revised 1963.
ll/  9 acre-feet gained 07 dredging.
12/  Rtrvleed due to movable control gates.
13/  Koon Lake, upstream, was built in 1932.
14/  Based on total sediment In both Gordon Lake and Koon L
15/  Does not include 4.34 acre-feet dredged.
It/  Includes 4.34 acre-feet dredged In early spring I960.
 •   Estimated or assumed.
-------
                                                                                                SUMMARY OF
                                                                  RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PER



SPECIFIC
WEIGHT
;DRY>
(LB. PER
CU. FT.)


AVG ANN.
SEDIMENT
ACCUMULATION
PER SO- MI.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


00
                                                                         CHOUAN, ftOANOKE, TAR. NEUSE, AND CAPE FEAR RIVhB BASINS (CONTINUED)
6-6
6-7
6-6
6-9
6-10a
6-11
6-12
7-1
7-?
7-3*
7-4
7-5
7-6
7-7
7-8
7-9
7-10
7-11
7-12
7-1?
7-U
7-15
7-16

5 rt Clt
*" d
°.
UniMraltj L*lco
°
Roxboro - ty «•
^
11 Hi
UI" d C **
~°~

John H. Kerr 	

rtillpott

*S do

n°lrfn F

partantmrg c
°
d



Albeaarl« "ity L*k« 	
Can L»k
Lannon o-
L»ke Concord 	
_ . j.
rtn * °"


_? .
gn HOC
L
• o*





~°~
cxlngton
rtn
Third Cr««k Sit* Ho. 7 	
do

j



**rin
.
*d
do
_ ,


D Hi
Roanoke River 	




Turkey Quarter Creek 	
South Ptcolet River— •• --


do
South Tyger RiT«r-
Long Creek 	


Chaobera & Rose Branch 	
Hitchcock Creek 	


T  "- lj-
-rtvi
rto*

_ ,
do n'


South Hill, Va. 	
FU «tf" ¥
rt
PEE DEE, SANTEE,

i r
do
_ ™-11 ,-
* '





Alb«narlef H. C. 	



j
_ ^0,,
Hoceraeil, N. L.


Saliobury, N. C. 	
Ifr. « C


^ do fl™' '
Winston- Salen, N. C.—


b«clnaton.
fi°
State-irina, N. C. 	
ao

3.75
30.6
7.62
105.2
397
7.800
212
AND EZISTO
16.05
9.U)
91.33
--
63.0
33.0
18.0
4.7
168.0
269
3,930
50.50
176
27.68
4,600
6.75
L.BI,
3.73
30.3
7.52
105.0
397
7,391
185.7
RIVER BASIKS
15.92
9.3'.
90.8
—
62.8
32.5
17.7
4.51.
.5/18.0
269
3,863
50.34
i/25
27.26
6/431
6.66'
4.74
Jui.
Feb.
Jtuu
June
Apr.
Apr.
Jane
Nov.
Jane
MW
Sept.
Apr.
Juir
Dec.
Dee.
»ov.
NOT.
Oct.
Feb.
June
*V
Julj
Mar.
Oct.
Oct.
Jul7
Feb.
Aug.
July
Jon*
Mir.
H.7
Mir.
Mir.
NOT.
Aug.
Apr.
June
Mir.
No<.
S«pt.
July
Hir.
Aug.
Apr.
M«r
Sept.
Mir.
Mir.
1935
1927
19U
1932
1935
1924
1941
1946
1928
1938
1949
1924
1932
1952
1959
1951
1960
1926
1937
1925
1938
1926
1934
1947
1965
1965
1904
1934
1924
1939
1939
1941
1925
1935
1892
1940
1915
1940
1927
1935
1927
1938
1874
1940
1919
1939
1928
1940
1935
1940
1951
1957
1962
1965
1CAQ
8.75
14.33
2.9
17.2
5.4
10.0
11.3
2/9
7.4
8.9
11
13.4
8.2
12.7
18.6
18.6
30
15.5
1.9
10.2
48.0
25.0
7.8
11.1
66
19.8
11.75
4.6
11.1
4.5
3.?
12,276
103
95
1,915
1,851
531.2
460.3
448.4
1,488
1,325
1,202
974
209
2,808,400
2,750,349
201,500
198,000
682
585
242
190
.2/3,506
J/3,199
.2/2,891
2/2,593
i/3.109
2,500
1,600
1,070
918
2,600
2.574
1,201
1,122
184
. 163
1,104
976
289,432
275,516
821
652
464
404
3,099
2,860
136,823
133,300
462
441
419
961.4
948.5
945.9
_


- —





.001 «43
.494 —
.484 32.6
.9
-------
8-1
8-2
8-3.
8-4.
8-5«
8-6
8-7


do
i i -_..*. %
UwJJ a*iAl.
r n M^
	 (. 	
' IP nMTiKil MJ /
•orthFork Broad BO. c-
do
~ lin 'i
NurUi Fm-k Dread «io. 11
do
North Pork Broad Ho. 1 	
Morth Pork Broad Ho. 14 	
aa


do
^STa^i^i:
t r i


a r lr
r T***^
do
T • r
°* *
do
Horth Fork Broad River 	
Tin—' r- mm
^m do
J
do


	 do 	
do* *"



1M /"
do*"
7*
ii r
Eaatonoilee. i*.
do
Toceoa, Ga. 	

d
00
do
, AMD ALTUttHA
14.02
1,414
.96
3.62

3.79
3.75
1.2
-
RIYEB BaSIl
ffi%
1,407
.94
3.50

3.67
3.70
1.191
-
IS
Jon.
Apr.
Oct.
DM.
Ikr.
J«n.
Jus.
Apr.
Julj
Jon.
Apr.
Julj
Jon.
A™
Oct.
Ikr.
Am-!
1938
1941
1949
1910
1935
1956
1959
1970
1956
1959
1970
1956
1959
1970
1958
1970
1954
1962
1964
1969

2.9
8.5
24.3
3.4
10.8
2.92
10.8
2.9
10.9
11.9
7.4
2.7
1.836
1.748
1,626
112,538
98,578
10/198
196.2
192.8
19/780.9
770.6
751.55
i.
do
BoljiluM, U. 	
2.34
2.9
ESUXBIA,
1.60
12.46
1.6
9,097
41.74
7.45
.63
1.8
t, AHD PEAf
72.3
30.0

.13
2.31
2.8'
AHD AUBAItt B11
1.51
12/11.0
1.6
9,076.5
40.22
7.18
.61
1.55
a. RIVIS BASIXS
71.6
29.8 .
.13
*>». 1937
r*. 1945
Jon. 1925
Ikj 1956
D«. 1959
«m. 1970
1KB BASIC
JulJ 1929
Julj 1939
Oot. 1929
•OT. 1938
r*. 1931
Jon. 1937
DM. 1913
HW 1936
S^t. 1910
*>». 1935
Oct. 1948
"W 1957
Jan. 19J4
Ikj 1957
Ikr. 1961
*J 1970
Ikj 1711
DM. 1935
r*. 1929
•OY. 1935
AX. 1953
Am. 1949
thv 1061
13.4
7.3
31
10.9
10.0
9.2
6.3
22.3
25.2
8.5
3
9.17
24.6
1.75
17.75
358
354
218.4
176.6
654.8
535.2
890
865
1,021
900
102
95
156,525
138.520
19,08O
U.594
1,448.0
1.325.4
65.5
60.5
389.7
385.3
11,866
9,514
2,421
2,373
li/2.636
7.631
6.961
—

.116
.095
E
.014
.012
.182
.167
0n
.090
'.163
•.161
.061
.059
.066
.044
-GUI
•50

67
75.8
63.7
42.5
44.2
li/53.99
-
59.9
1.45
.41
.58
3.92
1.66
1.20
.66
.089
.479
2.0
2.74
.32
1.34
.239
.110
-•m
1.580
446
846
6,472
1,660
1,851
2,638
376.3
144
SCS
SCS
SCS
303
303
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
                                                                              LOVER  M3SI33IPPI RJVKE BA5ZM (UTCHZZ TO THE HJV.H)
                                                                                C4load.ni, Nnwntau, and V«r«llioD Blvtr Basin*
   I/  Excluding 2.04 acre-feet of MdljMnt dredged fro* lake In torch 1942.
   3/  Aiaua* storage depletion occurred In 9 Tear*. *ee H.  D.  65, 75th Congress.
1st. »e**lon ("306" report).
   2/  Elevation of dan ral*ed from 775.0 to 777.1 feet Sept. 1956.   Date baaed on
original elevation of 775.0 feet *n-l original capacity of 3506 ac.-ft.
   y  Prevent storage caparitv at elevation 777.1 feet.
   
-------
                                                                                                        SUMMARY OF

                                                                         RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.

(ACRE-FT.
PER
ACHt-r'O


SPECIFIC
WEIGHT
(DRY)
(LB. PER
CU. FT.)


AVG ANN
SEDIMENT
ACCUMULATION
PER SQ. MI-
OF NET DB.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                                     LOWER BS5ISSIPPI RIVER BASINS (HELENA TO NATCHEZ)

                                                                                        Yasoo, Big Black, and Ouachita River Baaina
 I
p->
O
15-2
15-3
15-4
15-5
15-0
15-7
15-8
15-9
15-10
15-11
15-12
15-13
15-14
15-15
15-16
15-17
15-18
15-19
15-20
15-21
15-22
15-23
15-24
15-25
15-26b
15-27a
15-28e

Lake Winona 	

O. r. Unite Fond
B. H. Konnescukcr Pond 	
On til Fond
C. 3. Hurdle Fona
J Pond
Aijii*i^joa*i* Fona
J hn Pond
LM jonnoon rona
P. T. Me Alexander 	

* 71 *
feodland
"-**' woooiana
P Pnnrt
(•. L. idttuii land
L* at J Po
" *do "^ ' "* n
Fletcher Hurdle Pond ( North )-
Fletcher Hurdle Pond ( South )-
C* C. Stevenson Pond
i-
Gajruso Lake
OFSittl PnnH
^B1 da *
C. D. William Pood 	 	
tfnn
" all!t
n u n n_ j
•nry , H»'*«flr
a™- nA
^to™^11 °
ft Pn
"da "
3mith Pond
^™* do ^>n<^


T TV* Pn
Cbirloo Duckory r.
Arfcabntl R
™J i- ir
da
MnrrJ, prml
* * *^



W*ti~ * ~"


	 -do- 	 	

Alum Fork Salino River 	
Trib. of Chewalla Creek 	
Trlb. of Coldwater Rivei —
do

Trib. of Coldwater River—
Trib. of Red Bank a Creek—
Trlb. of Coldwater River —
Tf d°^ C*nm C
'do "^
	 do 	


Trib. of Red Banks Creek—
Trib. of Byhalia Creek 	


Trib. of Cuffana Creek 	
Trib. of Hissiaaippi River
Trib. of Toby Tubby Creek-
~^^

do JT"
Trlb. of Tocona River 	
Trib. of Barter Creek 	



T .
Trib. of Pigeon Roost Cr.-
Trlb. of Arkabutla Creek—
^^
'
C Idwnt Hi

dn
Trlb. of Jones Creek 	


East Goose Creek 	


	 to
jpr-uisn, "**•
Little Rock, Ark. 	
Slayden, Misa. 	


Holly Springs, Mina.—
do
.
	 do- 	
d° ' "•
do '
	 JO 	




C do '
j

Holly Springs, Hiss. —
Horn Lake, Misa. 	
ftrf ord ffi
do






do

*"d ' 3°"
Holly Springs, Hiss.—
Arkabutla, Kias. 	
Endo W
do


do
Holly Springs, Misa. —



, fU39.
do

.

43.0
.0077
.0625
.2U
.0478
.0833
.0139
.4153
.5045
.1019
.0156
.0406
.0297
.0342
.2196
.0075
.0450
.0239
.1375
.8672
.0456
.0278
.1563
.0644
1,000
.208

.486
—
41.3
.0089
.0597
.234
.0451
.0784
.0128
.3663
.4797
.0954
.0116
.0389
.0279
.0320
.2047
.0067
.0418
.0210
.1289
.8131
.0398
.0264
.1458
.0566
948

.200
.477
-

»»y
Oct.
May
Oct.
Jan.
Jan.
Jan.
Dec.
Jan.
Oct.
Jan.
Sept.
Jan.
Aug.
Jan.
Jan.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Feb.
Aug.
Feb.
Feb.
Feb.
Feb.
Feb.
Har.
Har.
Sept.
Mar.
Jan.
M>r.
Jan.
Mar.
Mar.
Mar.
July
Mar.
Sept.
Mar.
Jan.
Mar.
Apr.
Dec.
May
HOY.
May
Sept.
Dor.
Apr.
May
Oct.
June
Anv.
1950
1937
1950
1947
1951
1947
1951
1946
1951
1946
1951
1948
1951
1942
1951
1934
1951
1945
1951
1942
1951
1916
1951
1947
1951
1947
1951
1948
1951
1942
1951
1916
1951
1928
1951
1946
1951
1933
1951
1937
1951
1945
1951
1947
1951
1945
1951
1946
1951
1939
1947
1962
1953
1956
1959
1963
1953
1955
1958
1960
1<*>2
19.4
12.6
3.3
4.0
4.1
4.3
2.3
8.5
17.0
6.0
9.0
35.0
4.0
4.0
2.7
9.0
35.0
23.0
4.5
18.2
14.2
6.0
3.7
5.5
5.2
6.33
14.42
2.5
3.3
4.2
2.1
3.4
1.66
2.15

34,533 —
34,340 —
1.46 —
12.0 —


8.80 —
6.a*0 —
17.8 —
2.46 —

256
94 —
78.1 —
15.9
12.3
9.66 -
2.67 —
3.61 —
6.47 —
4.23 —
58.7 —
1.63 —
1.07 —
6.70 —
2.54 —
24.9 —


16.6 —
3.77 —
30.5 —
29.0 —
22.0 —
525,300 .499
521,540 .495
513,060 .487
1/22.68 *.194
19.72 «.169
17.84 *.152
15.77 0.135
26J26 —
21.34 —
20.07 —
1Q.LO —
»50
050
63.65
60.09
62.9
67.27
76.13
84.24
61.65
39.9
66.8
63.3
63.0
83.1
78.8
9.85
58.72
55.72
47.74
41.75
037
52.04
67.58
050
•44
060
060
090
090
090
66
70
70
OTO
0.11 120
.37 403
13.1 18,200
15.3 20,000
7.78 10,700
12.4 18,200
16.6 27,500
12.4 22,800
8.03 10,800
5.52 4,800
4.48 6,520
6.55 9,040
12.5 17,100
16.8 30,400
26.0 44,600
3.13 3,530
2.39 3,060
3.35 4,070
20.5 21,300
2.61 2,370
1.12 913
3.14 3,560
4.89 7,200
1.95 2,120
3.60 3,420
.627 819
.620 810
2/8.4 2/16,465.7
2/3.8 2/X44B.S
2/3.5 2/6,860.7
2/5.66 2/8,136.1
2/5.87 2/8,949.4
2/5.30 2/8,080.4
Zfl.Vt 2/2-1OT.Q
SOS
scs
SOS
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
ex
ARS
ARS
-------
15-30i
15-31
15-32
16-1
16-2
16-3
16-1
16-5
16-6
16-7
16-«
16-9
16-10
16-11
16-12
16-13*
16-14a
16-15
16,16
16-17
16-18
16-19
16-20
16-21
16-22.
16-23

do-
	 * 	
Sardl a itaterrolr
n


GrtmMa P»inrvoir

Crlohon

Jtuntain uuto
Shepherd Mountain- •• --- •



Carbon dnlo
Daring Coal Co. Pond— — —
rt

f^anL-f i-t
wait rranjtrort
°
?° , .
^^ ,ow ^Lowar'
r?0 (wAtn >
rt
vl° (U 1
PLneview i upper j
Killarmy 	





Baiter's Lake- 	
Crab Orchard Uke 	

Llttl G Talf
. "
H in R 1 Mo 1
i-i o j-iulj-


Uk« Aanlev 	

r j
IB AW. VI VUM«V M* • 	
~°

Little TallAhatchi* River-
Tocooa Elver 	
Talobueh* River 	

!jr*
Trlb. of Rings Creek 	
T St. t C ek


, r
Pll
ril"H r°r"







South Pork Jonaca Creek 	
d

d
~°

j
St. Franc IB River 	
,
C F rk
j one


Crab Or ha d C ek

Li* Branch 	




do"

Trlb. of Jtaddj River 	
Trib. of King Creek 	
J/ SediAent or conservation pool only.
2/ Includes sedlnent within original flow lino of reservoir and above
2/ Original sediment range surveya.
4/ Uaed as beginning date of sediaent deposits.
y Spillway crest raised from 439 to 441.77 ft. m.s.1. In April 1943.
basis of 441.77 ft. at spillway elevation.
J_LJ jpr i«a, ruas.
ri



Enid, W.38. 	
r-npaction
1939.
La nor. rallabl
•90
•9O
•90
•60
•60
•60
75.4
54.8
64
•60
73.9
•76
«67

•60
•60
•65
•60
34.0
56.6
36.8
47.5
34.5
38.7
27.5
62.9
44.5
2/6.2 2/12,153.2
2/2.07 2/4,057.6
2/1.87 2/3,665.6
.687 898
.558 729
1.205 1,575
1.133 1,860
.33 254
.338 471
.600 784
3.15 5,070
2.64 4,370
2.18 3,180
2.46

1.43 1,870
3.3 4,310
.583 825
.133 174
J/.0414 —

1.20 888
1.11 1,368
.64 512
1.91 1,976
.61 458
2.85 2,402
.32 192
1.22 1,671
.69 692
37.1 1.01 816.1
of earlier deposits.
...
CE
CE
a
scs
scs
scs
scs
us
ns
IHS
ns
scs
scs
scs
scs
CE
IWS
res
ns
ns
ns
ns
ns
ns
IWS
IKS
-------
                                                                                                           SUMMARY OF
                                                                             RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970
to


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVa ANN.

(ACHE-FT.
PER
ACRE-FT)


SPECIFIC
IEIGHT
DRY)
LB. PER
CU. FT.)


SKDWRNT
ACCUMULATION
PEBSQ. m.
OF NET DR.
AREA FOB
PERIOD SHOWN
AC.-FT. | TONS


AGCMCY
SUPPLYING
DATA

                                                                                          LOVER MISSISSIPPI RIVER BASIN (CHESTm TO HILBU)
                                                                                               St. Pranci* Rivar Baain (Continued)
16-25
16-26.
16-27
16-2*
16-29
16-30
16-31
16-32
16-33
16-34
16-35
17-1
17-3
17-4
17-5
17-6
17-7
17-8
17-9
17-10
17-11
17-1 2a
17-13
17-1U
17-15
17-16*
17-17
17-18
•""•—— -
^Tan-mil
• rarr^U
ICRR at Thonpeonvllle- 	
r^h
T™1*^ T
Valier Outing Club—-- • •
1° . _ />H^
	 -tu- 	 	
Lak* Reel-te-In (Itmlker Lake)
Rough River PBS No. 1 	
Obion CrMk PRS |24 	
ted River PRS No. 14 	


,,". _,« .„
nig "**l'J n'3 **
Huntlngburg (Upper) 	
Oakland Citj §2 	
no
5ti*f L«k
snarar Lak«
iiin
3 win* mil
GrMndale Lake 	


IT? I «-
In*'' ^l^*
*J t ,_

Craig * OavldMn'a Lake— 	

Graha-l^k. 	
ICRR at Bluford 	


m n I'M *
uluej Oaeervulr (nwi
I •-
Falterwn ie
1-^" .i Mr. ' -
d

Plm Crert No. 17 	
rto ^^
(to

Trlb. of lUrpn- Cr-k 	
Trlb. of Mnf CrMk- 	
T ic r
	 ao 	

f!!!^^±rrnn=
Buffalo Creak 	
UnnaBed Trlb. Little Creek
h f* mil
Mitlocn LreeK
ett Pork


Trlb. of Patoka River 	
S. Pork Patoka Hiver 	 	
do


„,,, 2°
""^ i*
C ' B

Trib. of bberra** River—
N. Pork Vermilion River —
Trib. of Raccoon Creek 	

rt


Trib. of Veale Creek 	
Poimile Creek-- — — -- —
Trib. of Plat Creek 	
•fc_ji_ • w -j. r ._
do
T ih r ni ir *^
1 Meaal tree*

do Cr<**'
T*
Trlb. of Little Plu» Creek
Trib. of Pond Creak 	
" J


Tho^iaonvUle, HI.—
Johnston City, 111.—
_ _
— to — : 	

KingcMood, Ky 	
F
do*7*'
Sharon Grove, Ky. 	



OHIO RIVES
Huntlngburg, Ind. 	
Oakland City, Ind. 	

tl «11 Ind
^ » ina.
°
nitcnoll, Ina.




^^ ~°
^dn*
PI Tim
rlora, HI.
„ m
* ' 1^^-


Uaahlngton. Ind 	
Bluford, til. 	
Ot-ell, Ind. 	
Olney, 111 .
Tf'
lulgnnul. 111.
T
"rt^V

do
do

fiid
rto '



1.799
3.85

2.47

2.05
2.86

•37
8.59



BASIN (MADISON
Wabaib River B
.67
.52












1.34




.34
3.353
.034
3.36


1.03



n»
'
.512
1.725
3.75
2.37
7.288
1.96
2.85
.36
8.56
5.65
6.69
TO uraoinou
.63
.40
1,698
3/5.29
25.0
1.38
266
1.33
.427
.531
.31
3.199
.031
3.15
.912
1.02
.55
.295
Julj
Jun.
Au,.
•or.
HOT.
jw!
"W
HOT.
Jun.
I)
Jul;
Oct.
jiaU
Oct!
Jun.'
Oct.
Jun.
Au?l
Au|.
Jun.
Oct.
Apr.
S^it.
Julj
S^it.
Apr.
Oct.
DM.
Apr.
Oct.
Jon*
1957
1945
1960
1926
1960
1922
1957
1922
1957
1945
1960
1948
1964
1955
1970
1960
1965
1964
1970
1965
1970
1964
1970
1894
1940
1921
1940
1965
1923
1940
1938
1948.
1927
1940
1941
1947
1915
1940
1938
1959
1947
1959
1928
1958
1950
1956
1926
.'960
1154
1956
1954
1960
1926
1959
1956
1959
1960
1956
1959
1960
1945
1960
20
15
34
35
35
15
14.64
5
6.33
4.5
5.3
46.3
19.0
24.9
17.2
9.9
13.1
6.4
25.3
21
12
30
6
34
1.5
6.9
33
2.5
1.5
2.33
1.5
15
1,870
35.56
27.41
352.44
300.63
471
394
369
320
2,654.7
2.390.9
659.0
515.4
617
596.12
$St£
1,379.87
1,355.49
1,355.4
998
976.95
137
119
2/850.8
2/835.8
811.0
14,722
14,041
178
127
306
260
187.4
171.9
4/8,643
7,438
49.08
37.75
187.75
175.18
16.4
13.3
104.8
104.4
670.7
609.70
10.7
10.6
1,555.3
1,517.4
316.75
Ml. 09
224.3
219.6
213.2
126.3
123.7
121.2
53.68
46.62
.295
.103
.079
.283
.241
.195
.163
.208
.502
.453
.378
.296
.238
.230
•.23
•.22
.15
.15
.33
.154
.150
•.264
•.229
•2.116
•2.079
"2.017
*.016
•.016
•.OZ3
•.020
•.061
•.052
.057
.044
.631
.588
.057
.046
.300
.273
.723
.706
.516
.458
.268
.262
.254
.263
.258
.252
.261
.237
38.3
51.5
48.7
48.3
41.17
35.9
•65
56.13
•80
75.78
77.75
77.58
•40
•40
70
•75
•67
•70
72.4
•70
58.6
33.14
61.94
43.5
30.3
48.54
45
53
56
47
41.3
0.64
1.06
.880
.59
.59
2.41
4.6
V.50
1/.86
1/.45
l/l.oi
17.54
.617
1.937
2.490
.023
.975
.140
1.75
.179
.40
2.46
.19
.218
.565
2.10
1.70
l.U
1.84
4.19
2.00
3.11
1.15
534
1,189
934
620
530
1,884.4
1/611
1/1.498
1/742
1/1.710
1/912.4
538
1,720
3,796
38
1,420
213
2,760
273
510.5
1,775.6
256.35
493
1,460
1,247.5
1,803
4,837
2,439
3.UO
1.O14.3
ns
ns
ns
ns
ns
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
ns
scs
ns
ns
ns
scs
ns
scs
ns
ns
scs
scs
ns
-------
co
17-19
17- TO
17-21
17-22
17-23
1A-1
19-2a
IB-lc
l«-4c
18- 5c
lft-6c
lfl-7c
Ift-Ac
l«-9
lft-10
1*-11
18-12
Ift-n
19-1
19-2
19-3
19-4
Stevenson's Lake 	
Vevay Park Lake 	
I b*


Cagles Hill (Cataract Lake}—
Radnor Lake

T 1
L*3 ^
7*
Great Fall*— 	
	 do 	
^1n
GunterevlU e 	
1


rtn
	 do 	

*on
A
^

oo
do
Plckvlck Landing 	
ri
do
J


-__*>_ 	


Old Hickory 	
Wolf Creek (Lake CuHwrland)-
Reagh River Reservoir 	
Upoer Green River *5 ( Pilot }-

* c








do
Trlb. of (lettering Sranch-
Trlb. of Range Creek- -- --
C ak
eaver rnefc
Trlb. of Hoscatatuek 	
Kill Creek 	 • 	


I J.il Bl
	 to 	
Caney Fork River 	
d
Tennessee River 	
' — % 	 -— —

a
	 do- 	
d
do
-*n
do

^
	 a. 	

j
do
-{»-
do
7°
	 do- 	


Cumberland Blver 	 — —
do
j
Rouch Bl
oougn i ei


Hartinsville, HI. 	
Greenup, HI. . - • •
Dubai Irrf
UUDOIS^ nd.
Scott aburg, Ind. 	
Cloverdale, Ind. 	
TENNESSEE RHI
Cumberla
do ** ~*lln*
U -J.J ^_J11 «•
Hock Island, Tenn. 	
do
Guntersvllle, Ala. 	
	 do 	
Town Creek, Ala. 	
!to
do
do

r*dfl""
^-

rt
	 do- 	
Pickwick, Tern. 	
d°~
do
do
UUli*jrt4VjUl Da* (8,935 *q. ad.).
IP/  Sedliaent contributing area, reduced by closing Wheeler -Oa»,0ot. 3, 1936, to 1.135  «q.
y/  Wan* (-) indicate* scour (treated aa negative eedlBWt).
12/  Uncontrolled drainage area 2,776 eq.  el.
12/  Including 19.00O en. yd. dredged In 1930.
1A/  Tear survey ranges were established.
*    Estlcatcd or
-------
                                                                                         SUMMARY OF
                                                        RESERVOIR SEDIMENTATION SURVEYS MADE » THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY


(ACRE-FT.
PER



iPEdFIC
•EIGHT
(DRY)
LB. PER
CU. FT.)



SEDIMENT
ACCUMULATION
PER SO. MI.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


19-9
19-10
19-11
19-12
19-1J.

19-14.
19-15*
19-17
19-18
19-19
19-200

19-a

19-22
19-23
19-24
19-25
19-26
19-27
19-28
19-29.
19-30
19-31
19-32
19-33
19-34
                                                                      OHIO airaa BASM (row FLUSUT TO MADISON)
                                                            , Big 3*ndj, Licking, Evtocky, Scioto, ud Hlul River Btalna (Continued)
            Ohio Cons.  Pond Ho. 73	  BUckllek CrMk-
24
23
37.4
_
437

.25

.47
__
1.J10

9S8
—
_
—
2.33

57.2

__
__
25.25

__
—
_
1.02
—
.31

2.42

8.73
__
—
—
13.8
	
.50

1.85

.40

1.59

.70

8.55

.82
—
.81
__
3.05

2.54

.to
	
.48
—
.61
—
24
23
36.9
__
431
—
.24

.47
__
1,310
_
987
—
__
—
2.30

57.0
—
__
_
24.97

_
—
	
1.00
—
.30
—
2.40
—
8.15
__
—
—
13.7
	
.50

1.39

.38

1.58

.70

1/5.50

.82
-.
.70
__
3.04

2.53

.60
	
.47
—
.61
—
•.».
Jun.
J«n.
•n.
Oct.
D.e.
ft
Oct.

—
_
_
tng.
Hgj
Pall
—
_
Jnly
__
Jane
—
June
Jan.
JIBM
D«c.

Sept.

July
__
Sept.
_
Sept.
Pell
ing.
Jan.
Jan.
JwXy
Jone
—
	
__
log.

tog.

Ang,
•to*.
lag.
_
*^j,
__
Oct.
—
tag.

Sept.

Sept.

July
—
Jalj

July
—
Jol,
1936
1939
1937
1939
1935
1947
1951
1925
1941
1931
1937
1930
1937
1912
1936
1925
1934V
19424/
1951
1940
1950
1946
1949
1951
1954
1948
1950
1957
1962
1971
1937
1949
1939
1951
1938
1950
1940
1950
1954
1962
1925
1951
1938
1951
1947
1951
1948
1951
1938
1951
1940
1950
1930
1948
1921
1951
1901
1951
1932
1949
1938
1950
1936
1950
1935
1950
1937
1950
2.6
2.8
12.0
4.0
16

6
— .
7
—
23.66

9
8
9
_—
10
—
2.6
2.0
3.0

1.6
7.0
5.0
9.0
—
12
_-
12.3
__
11.7
—
10.5
4.0
8.0
—
26
_
13
_
3.8
__
2.8
__
12.7
_
10
__
Ifl
—
30
—
50
__
17
__
12.3
—
14.3

15.3
^
13.3
4.68
2.53
1.04
.52
3,734
3,338
1/3,706
25«,949
255,706
128
122
113
106
8,892
3,538
2/16.673
15.604
14,538
14,162
115
94
594.0
530.2
511.0
486.7
1,140
l|lll
1,068
1,027
965
88
85
74
71
134
123
3,215
3,010
2,929
2,867
384
295
12
10
275
261
63
59
83
75
18
15
28
24
7.3
4.8
774
744
28.1
23.9
48
39
25.4
23.1
33
32
13
11
-
__
—
	

—
_
_
	
__
•.026
-.024
*.O23
*.022
•.084
-.069
_
—
_
_
.0564
.0550
.0529
.0508
.0478
•.124
•.120
—
—
.073
.067
.575
.539
.524
.513
—
_
•.043
•.036
__
	
_
	
__
	
•.034
•.029
*.006
•.005
—
—
—
. —
•.OH
•.012
•.024
•.019
•.053
•.048
•.06%
•.083
•.027
•.O23
jj
_„
68.0
—

•50
—
«.
—
„
—
•65
C65
44.2
—
51.91
—
49.0
45.9
49.9

86.6
__
	
_.
_
•60
„
•60
__
68.95
—
•50
39.7
—
—
55.5
_
52.6
__
44.8
__
•45
_
66.2
__
57.4
— _
•60
—
57.1
—
55-5
__
83.2
	
58.8
—
59.92
—
67.02
_
34.01
0.035
.008
0.894
1.73
.471

4.46
_
2.13
_
2/.184

.121
.135
.063
~—
.913
—
.43
.17
.14
__
.721
.247
.324
.274
—
.253
	
.87
—
.396
—
2.40
2.48
.95
—
.25
«
.26
„_
2.73
__
3.53
	
.38
_
.441
—
.039
—
.10
—
.84
_
.079
f-
.277
—
.272
—
.194
_
.225
-
_
~
	

4,860
—
_
_
__
—
171
191
60.5
__
1,032
—
459
170
152

1,360
__
	
__
	
331
—
1,137
__
595
—
2,610
2,144

—
302
.-
298
__
2,664
__
3,460
— .
548
-„.
551
—
51
—
124
—
1.015
__
143
__
355
—
355
	
283
__
167
3CS
SCS
ODW

SCS

SCS

-CS

SCS

OW



ODW

ODH



ODW




ODW

ODW

OOW

ODW



ODW

ODW

ODW

ODW

ODW

ODW

ODW

ODW

ODW

OOW

ODW

OOW

ODW

OOW

-------
cn
Adams Lake

~j
•awl L>k
rto* ^^"
do
OJl. 1 L.

Upper Rocking No. 2 	
Jackson Lake- 	

*-orm~* *-***
•B_. Uiuul
3)iaroo Wood* H«o«rVuli-

~0
r f «•
own rare
hargua Lake— 	
Hillaboro 	
Dela.«re- 	
W. Fk. Kill Creek Reservoir
(Wlnton Lake)
eMlenmter Lake 	


TO

oo

Acton Lake- 	
Kiddle Fork Reservoir — 	
Col 1*1 Mln L..k
"A" Strip Mine Lake 	
rf°
Uatauga 	

oo
rVvm
^>°l>*do
Fort Patrick Henry 	
do
_ V
ajsute
	 So 	
A


^

naa r
Richardson Hollow of
Morgan Fork
H t Run
do "~
Black Fork River 	
raade reek


3naron Creek
do
do
f* (V k
-o^kfi cree
Hargus Creek 	
Trlb. of Clear Creek 	
Olentangy River 	
W. Fork Mill Creek 	

Trib. of Little Salt Creek
	 do 	


M. Fork of E. Fork White
Water Reservoir
Lan* c .ik
Clear Creek D.A. 	
South Fork Holaton River—
A
Uatauga River 	
	 do 	
South Fork Holston River—
iZdt"—!::-"-
do
U 1 t Oi
do r


-do
Went Union, Ohio 	
j
to
ridtr::~r^i~

Lancaster, Ohio 	
Oak Hill, Ohio- 	
t. 1-°^u lc- "nio
'• ^4
"""(to °
d
— -do-
,
limngton, Ohio
Clrcleville, Ohio 	
Hlllsboro, Ohio- 	
	 do 	
Delaware, Ohio 	
Cincinnati, Ohio— —
Liberty, Ind. 	
Jackson, Ohio 	
	 do 	
_^to_l!i 	
Oxford, Ohio- 	
Richmond, Ind. 	
h
Richland, a>. 	
TaWESSEE RIVER BJI
Bristol, Tenn. 	
rt°
Hampton, Term. — -----
	 do 	

Klngeport, Tenn.
~dt~'"~~3"
Jefferaon City, Tenn.-
do

do-
array Includes several additional ranges. Results of 19A7 and 1951 surveys ar« not
treble.
on total sediment in Washington Mill, Buck, Byllesby, and Fields Reservoirs; total
1,320 sq. ted.
L 3 ft. flashboarda added IA 19J.5.
dates: Sept. -Nov. 193..; Sept. -Dec. 19W.
4.45

10.9
1.44
1.87
18.8
78.7
4.88
49.6
6.60
.73
381
29.5
13.4
19.29
1.67
6.88
107.4
48.14
1.05
.009
iSIH (ABOVE tu
703
468
— July
4.39 Sprint

10.7 —
— June
— July
3.42 —
— Aug.
1.S7 Apr.
June
18.4
4.82


48.5 —
6.40 —
.69 —
379 »r.
2S.6 Dec.
13.11 Dec.
July
19.0 Sept.
1.58
— Aug.
6.72 Late
— Sept.
— July
106.5 Feb.
~ Aug.
47.87 Jan.
1.00 Fall
.009 —
— Nov.
ILES BAB DAN)
691 Nov.
— June
Aug.
458 Dec.
Her.
— Apr.
1,840 662 Dec.
June
Sept.
1 ,903 62 Oct.
— -- June
3,428 12/1,477 Dee.
— — Ap-.
— — June
8/ Flood pool elevatl
No Appreciable sediiaent a
3/ Revised on besle o
range data.
10/ 1957 «ater year li
1950 15.3
! 1947
1950 3. 5
I960 10.0
1937
1949 12
1952 3
1937 —
1950 13
1956 —
1961 5.0
1940 —
1951 11
1960 120
1939 —
1942 2.3
1945 3.6
1949 4.0
1960 13
1956 —
1960 4
1946
1955 9
1951
1960 9.25
1952 —
1961 8.42
19*3 9.6
1954
1963 8.8
1952 —
1968 16
1970 2
1961 3.8
1968 7
1957 —
1961 10/5
1962 -
1967 5. 5
1947
1967 20
1947
1967 20
1950 —
1958 7.6
1964 6.2
1948 —
1953 4.3
1958 5.0
1964 6.4
1952
1958 5.5
1964 6.3
1953
1959 5.6
1964 5.5
1941
1949 7.4
1954 5.0
1959 5.1
1964 5.0
on 947. Rangea
bove elevation 91
ncluded.
67
318
304
277
1,553
1,463
1,463
6/91.4
J&le
7/51.02
•1,700
•1,590
4,115
3,115
289
274
232
206
13,305
12,770
2,926
2,892
279.9
271.4
132,000
8/131,483
S/11,466
11,207
2,067.4
1,883.0
3,590.0
3,415.6
1,109
1,092
1,088
507.3
485.2
456.4
9,607
9,393
3,250
3,040.71
206.77
193.93
53
49.3
U/661,888
660,581
657,963
11/572,600
571,402
570,100
568,839
196,668
195,633
193,446
27,110
26,945
26,941
1,559,570
1,550,932
1,547.776
1.545,960
1,543,927
reaurveyed to

•.005
.087
.083
.076
.194
.183
.183
.099
.075

.367
.352
.671
.663
.503
.487
.534
.532
.609
.595
.183
.167
•.249
'.237
.860
.846
.843
.106
.102
.096
.134
.131
.101
.095
.227
.214
3.68
3.42
.905
.903
.900
1.159
1.156
1.154
1.151
61.0
53.24
•54.0
54.0
40.2
68.237
•60.0
•65
•70
•70
•70
•50
•50
•40
•65
71.8
48.0
67.5
43.7
50.7
49.6
•70
•80
•55
•55
•55
•55
•55
•55
•55
•55
•55
— *55
•55
— '55
•55
tlevetlon 915.
.140
.895
.624
.697
.019
.U
.637
.54
.11
1.27
2.44
1.38
.847
1.33
1.36
8/.1475
1.08
1.47
1.04
.67
1.16
" .865
.612
.402
.79
.642
20.56
.249
.611
.609
.568
.430
.284
.520
.468
.012
186
1,038

820
22
963
946.7U
7:>5
15o
1,936
3,720
2,104
923
1.450
1,190
8/200
1,6»9
1,536.8
1,529
638
2,108
850
978.79
35,824
298
732
730
680
515
340
623
561
14.4
.340 407
.241 2«9
.276 331
OW
OW
OW
SCS
OW
OW
ODW
OW
ODW
OW
CE
s;s
SCS
ODW
OW
OW
SCS
SCS
SCS
TVA
TVA
TVA
TVA
TVA

                              19-35

                              10-36.
19-38


19-39

19-40

19-41

19-42a



19-43

19-U

19-15

19-46

10-47


19-4»

19-49

19-50


19-51


19-52

19-53


19-54

19-55
                              20-2b



                              20-3b


                              20-4b


                              20-5c
directly ci
   2/  B.,,
drainage ai
   2/  Wti
   i/  Sui-1
   5/  191? correction for Maple Grove.
   6/  Reservoir partially dredged in March-April  191.9.   Data on enount o.* -uteri*! are unrelia-
ble.  Actuftl amounts of sed'nent probably 10 to  25 nercent greater than indicated.
   2/  Sertiwtnt pool only.
                                                                                                                                          I2/  Sediment  contributing area reduced from 3,381  aq.ml.  to 1,477 eq. ml. by closing of t-atauga
                                                                                                                                         • Eec.  1,  1948;  South Holston on Nov.  20, 1950;  Boon* on Dec. 16, 1952; and Fort Patrick Henry on
                                                                                                                                       Oct. 2?,  1953.  Area  above Watauga Incluled In 1949 survey as aedlnent contributing area.
                                                                                                                                           *   Eutlasted  or  assumed.
-------
                                                                                        SUMMARY OF
                                                       RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACHE-FT.
PER



SPECIFIC
WEIGHT
(DRY)
(LB. PER
CU. FT.)


AVG ANN
SEDIMENT
ACCUMULATION
PERSQ. MI.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                                BASDI (ABOVE KALIS BAH DAM) (Contlauad)
           Hollctadcr-
                                                                Graanrllla, I«m.-
2O-7o       Dougl
                                                                                      1,183
                                                                                      4,541
                                                                                                  1,182
                                                                                                  2,854
                                                                                                  1,556
                                                                                                  1,426
                                                                                                  1,607
                                                                                                    35.65
                                                                                                  2,823
                                                                                                  2,*25
                                                                                                  S/539
Pall
Pall
Pair.
Apr.
*J
Oct.
p«b;
H«r.
Sept.
Fab.
Jnll
iw
June
»««•
NOT.
Juna
Apr.
X«T
Feb.
S^t.
July
*7
Sept.
July
*j
BOY.
Kir.
Sept.
June
Dot.
DM.
Sept.
Aug.
HOT:
»OT.
Jan.
Ikr.
Aug.
July
N>r.
June
June
Aug.
June
Oct.
June
Apr.
Jon.
fab.
Aug.
Aug.
Sapt.
Apr.
Jan.
Aug.
Apr.
*J
Apr.
Fab.
Aug.
*7
June
»/
Fab.
Aug.
Sapt.
«W
1913
1925
1938
1947
1953
1958
1961
1967
1970
1943
1949
1955
1960
1967
1946
1951
1956
1961
1941
1950
1958
1969
1950
1958
1969
1944
1950
1954
1959
1967
1918
1930
1941
1936
1938
1947
1954
1960
1970
1936
1946
1954
1960
1970
1946
1951
1956
1961
1942
1949
1954
1960
1965
1942
1949
1955
1961
1965
1940
1947
1953
1958
1965
1943
1950
1960
1965
	
12
12.5
9.2
6.1
5.4
2.3
6.1
3.5

6.4
5.8
5.1
7.2

"4.6
4.8
5.1

~9.6
7.8
10.9
—
7.9
10.8

5.4
4.5
4.7
8.3

11.8
10.9
—
2.0
8.2
7.1
6.4
9.9
10.3
8.0
6.1
9.8

4.7
4.8
5.1

7.5
5.0
6.0
4.6

~7.6
5.7
6.0
4.0

7.5
5.8
5.0
6.9
__
7.5
10.1
4.7
V3 ,100
2/21,750
14,450
12,010
9;8»
7;760
7,470
2/3 325
2,630
2A,5U,S83
1,496,712
1,500,870
1,489,978
1,475,450
400,945
399;414
398,060
392,711
_
3/70,700
70,537
70,487
138,083
137,882
137,159
3/1,455,062
1,452,385
1,450,646
1,448,311
1,443,262
i/44,030
39;030
6/35,030
4/1,726
1,652
Ii580
1,347
1,290
1,118
2/7/2,061,569
2,052,357
2,047,527
2,044,768
2,036,324
1,195,229
1,193,106
1,183,735
1,174,954
242,325
242,032
241,502
240,999
240,516
2/176,521
175,865
174,969
174,429
174,357
J/439,741
436,009
435,686
434,243
433,568
58,312
57,979
57,550
57,753
.017
.011
.009
.008
.006
.006
.003
.002
.312
.308
.309
.307
.304



.888
.886
.882
.561
.560
.570
.543
.534
.534
.533
.531
.016
.014
.013





".692
.691
.690
.689
.684



.705
.704
.702
.701
.699
fat
• TOO
.584
.581
.579
.579







_
50
•50
•50
*50
•50
•50
•50
—
•55
•55
•55
•55
•55
•55
•55
•55
•55
—
•55
•55
—
•55
•55
•55
•55

•55
—
62
•42
•62
•62
•62
_
•55
•55
•55
•55
•55
•55
•55
_
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
•55
0.252
.224
1299
.327
.107
.075
.168
•WO
.748
.707
.214
.181
.674
.61
.13
.284
.761
.348
.271
.349
.426
.264
.228
1.038
.250
.917
.250
.488
"".317
.214
.160
.305
.155
.667
.589
.219
.595
.472
.590
.415
.758
.435
.087
1536
.182
.938
.883
274
245
326
357
117
82
183
994
895
847
256
217
807
731
160
340
911
416.9
324.6
418.1
511
316
273
1,401.7
337.6
1,238.3
337.6
658
379.7
256.2
191.7
366
186
799
706
262.3
712.8
565.4
707.0
497.1
908.0
521.0
104.0
642
218
1,124
1,058
                                                                                                                                                                                  TVA

                                                                                                                                                                                  TVA
                                                                                                                                                                                  TVA

                                                                                                                                                                                  TVA
-------
Blue Ridge 	
do
do
do
Ocoee Ho. 3 	 	 	
do
j°
d
do-
do
rto
ri
r!
(t
A



°
do
do
Chickamauga 	
rt
rt
d
Hales Bar- 	 	 	
rt
ao-
~°
ri
— do 	
anuga i-alco
l
Uaceola Lake
„..-
on 1 1
Upper Ollls Creek Reservoir —

Senecavlll e 	
Charles Hill 	
d
k to
inckston un

Qucmahoning
Salt Li

Bridgeport (Upper) 	
	 do 	
Toccoa River 	 	
rt°
r,°
do
Ocoee River 	
do
T°
ri°
rf
rt
°
do

°~
°
do



0
j
Tennessee River 	 • 	

°
0
	 do— 	
0
0
do
ri


°
rt re
h HI
C
Ollls Creek 	

ar °
Seneca Fork 	
Black Fork, Mohican River-
0
HI k t Run
nc nton Hun

3ucmahoning Crock >
Snlt Li k ft
^L^ ^
Jacobs Creek 	
	 do 	
Blue Ridge, Ga. 	



Ducktom, Term. 	
~°
r<



rio
rt
rt
rio




^
	 do 	 	
Chattanooga, Term. 	
A
ri
rt
Jasper, Tenn. 	
rta
(1
A
Hendersonvllle, N. C.-
do

T
*??' onn'
La Follette, Tenn 	
232


1.96
	
—
595
-
20,790

21,790
1.54
4.45
3,343
227
263
	 .
-
10/96

-
14/1,805
15/990

1.50
4.39
422
10.8 10.75
OHIO RIVER BASIN (ABOVE POINT PLEASANT) AND LAKE EB
Perrysrille, Ohio 	 199 195
Senecavllle, Ohio 	
Mansfield, Ohio 	
•~
t P
ululaLuUn, 4.
do

do
(1
(ft.. Pleasant, Pa. 	 	
	 do 	
121 U3
216

10.75
92
11.86
18/31.64
-
207
10.57
90.7
11.76
18/31.52
_
Apr. 1944
Aug. 1949
Aug. 1954
Juno 1959
Apr. 1968
Aug. 1942
Julj 1945
Nov. 1946
Aug. 1948
Aug. 1950
July 1953
Oct. 1955
Oct. 1958
Oct. I960
June 1962
Sept. 1965
Har. 1968
Dec. 1911
Oct. 1940
Sept. 1949
Aug. 1954
June 1959
Apr. 1968
NOT. 1940
July 1947
Aug. 1954
Hay 1956
June 1961
Oct. 1935
Oct. 1940
July 1947
Aug. 1954
May 1956
June 1961
Dec. 1967
— 1908
Oct. 1956
Oct. 1956
July 1963
Hay 1970
Apr. 1964
Oct. 1970
IK DRAINAGE
Oct. 1938
Feb. 1945
Oct. 193612/
«ar. 1945
June 1938
Sept. 1946
July 1954
•— 1905
Sept. 1937
Jan. 1912
Sept. 1937
Sept. 1937
flar. 1887
Nov. 1937
«ov. 1964
5.3
5.0
4.8
8.8
2.9
1.3
1.8
2.C
3.0
2.1
3.0
2.0
1.8
3.2
2.6
28.8
8.9
5.0
4.9
8.8
6.7
7.0
1.8
5.1
5.0
6.7
7.1
1.8
5.1
6.5
48
33
7
6.5
6.25
8.3
8.25
7.75
32
25.8
23
50.6
27.0
197,427
196,080
195,981
196,522
195.908
14,304
12,140
11,349
10,570
9,849
8,696
8,042
6,766
5,920
5,286
4,653
4,026
11/109,200
12/91,300
11/86,737
87,267
86,809
86,466
746,951
734,970
745,173
740,367
738,820
153,483
152,928
152,251
152,992
153,032
154,002
154,012
16/246
"H?
125,900
125,578
661
649
87,700
87,424
88,500
87,667
88,000
85,886
85,483
3,453
3,315
35,295
34,413
2,492
2,432
642.0
453.0
338.5
20-25

20-26

20-27

20-28
21-1

21-2a

21-3a


21-t

21-5

21-6

a-7a
   I/  Prior to 1925 dam was 35 ft.  lower.
   2/  Original volume computed from probings obtained Feb. 1938.  Sediment deposits and water inflow
computed from dam closure in 1913.   Five  foot flash boards removed Sept. 196^.
   3/  Revised.
   y  Minus (-) indicates scour.  Treated as negative sediment.
   5/  Computed from probings and  available maps.
   6/  From first accurate area-volume curves,  1941 conditions.
   2/  Multiple-use storage capacity.   Reservoir has greater capacity at spillway crest elevation.
   8/  Nottely Dam closed Jan.  2A, 1942.  Chatuge Dam closed Feb. 12, 19W.
   2/  Does not Include 553 ac.-ft.  of sediment flushed into reservoir when small upstream dam
failed in Mar.  1944.
   10/  Blue Ridge Reservoir closed  Dec.  6, 1930.  Ocoee #3 closed Aug. 15. 1942.
   ll/  Baaed on Tenn.  Electric Power "o. data  adjusted to latest topographic maps.
.462
.454
.454
.455
.454
.017
	
•55
•55
•55
•55
__
	
1.119
.881
i/-.498
.308
__
	
1,340.5
1,055.35
—
366
__
TVA




TVA
•64 2/2.114 2/2,947









.005'





.091










.0056
.120
.093
.055
.045
.0429
.0428
.051
.050
•64
64
•64
•64
•64
*64
•64

•64
•64
	
•64
64
•64
•64
•64
—
•60
•60 -
•60
•60
__
61
•61
•61
•61
•61
—
—
43.1
—
45.7
—
•55
—
•62
2.312
1.646
1.373
1.460
1.183
1.616
1.608
1.368
.753
.916
__
	
	
4/-1.10
.974
.406
	
V-O-808
1.431
.168
__
15/ 	
.102
V--105
4/-.022
4/-.1'2
V-

.780
	
.426
—
.109
—
.172
3.223
2,294
1,914
2,035
1,649
2,253
2,242
1,865
1,050
1,278
	
	
	
	
1,358
566
_^
jy~
1,935
220
__
	
135
—
—
—
—
__
732
	
426
—
131
—
232










TVA





TVA



TVA






SCS

SCS

TVA

TVA

                                                         .676
                                                         .674
                                                         .962
                                                         .953
                                                        •.657
                                                        *.641
                                                        '.638
                                                                                                                                                                    .016
                                                                                                                                                                    .011
                                                                                                                                                                    .006
•65

•65
•65
•65
                                                                   •60
  .227     321

  .89    1,260
 1.24
  .253

  .408

  .377

~.22
                                                                    —     18/.118
                                                                                                                                                                               65.4
                                                                                                                                                                                         .134
1,755
  358
                                                                                       168
                                                                                       191
                            SCS

                            SCS

                            SCS

                            SCS
   12/  Volume computed by average end area method from firet accurate area-volume curves - 1940
conditions.
   13/  Volume computed from contours based on 1949 survey.
   14/  Sediment contributing area reduced by closing Watts Bar Dao on Jan.  1, 1942, and ApalachU
D«m, Feb. 14, 1943.
   !£/  Norris Oam closed Har. 4, 1936, and Chickanauga Dam closed Jan. 15,  1940, reducing sediment
contributing area to 990 sq. mi.
   16/  Determined during 1956 survey.
   17/  Date storage began.  Sediment ranges established and surveyed in Dec. 1937 by Soil
Conservation Service, USDA.
   IS/  Original data revised.  1964 survey data based on corrected elevation and topography
from transit survey (1963).
   •    Estimated or assumed.
-------
                                                                                                      SUMMARY OF
                                                                       RESERVOIR SEDIMENTATION SURVEYS HADE IN THE UNITED STATES THROUGH 1970
CO


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PER



SPECIFIC
WEIGHT
PRY)
La PER
CU. FT.)


AVG. ANN.
SFWT
ACCUMULATION
PEBSQ. ¥1.
OF NET DR.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                        OHIO RIVER BASIN (ABOVE FOOT PLEASANT) AND LAKE ERIE DRAINAGE (Continued)
21-9
21-10
21-11
a-12
21-13
21-14
21-15
21-16
21-17
21-18*
21-19
21-20
21-21*
21-22b
21-230
21-24b
21-25>
21-26.
21-27.
21-28
21-29
21-30
21-31
21-32
21-llb
n-34b

Buckeye Lake— 	
Till
<1 *

(in14* ***~
Ohio Cona. Pond Ho. 22 	
Onto Cons. Pond No. 51 	
r° 	
	 *, 	




L«v


T.bor Club Ltko 	
Zuwsrill* Nursery L*k« 	
_
j "*
Lfynlhtumti
'LjKiheUin*
	 4, 	
Nthonlnc Cr««k 	
Crookttd Cr««k 	
~j°
Tr rt Bi
i/C k-l lir«r
-do
T~
"^Ido ™^ i-**-
*twood R«s«r»oir 	
r
U*M' V™
Basoa Pond 	
%rl*t«n«r Pond 	 	
Scho«nb«ck Pond 	


J«ff«r«on Uki 	
— j&


S. Fork Licking Ri»«r 	


Trlb. of Huaklngu* River—
Trib. of Duck Crwk 	
Trlb. of Ohio Biv«r 	

— to- 	
Trlb. of Tough ioghwrj 8. —
C Y»h Ri
uymn ga iror


SbaU Br. fciskingum R!v«r-
M. Br. Blount Run 	


LoT»lh*nn» Cr««k
j ininna ur
0
QO

fehorlna Cr«* 	
Crooked Cr««k 	
j


do"
7°
" do ttl.or
Indian rk.f Conottou Crock
Unnamiia
	 40 	
	 4, 	 _
	 do 	
—do 	
3»ndj Run
Tow> Fk. TclloM River 	
d


(Ulleraport. Ohio 	
rtll Ohl
° °*
M*w Concord, Ohio 	
ferivtt*, Ohio 	
do.
	 do 	
-~do-^ 	
uniunLuun, rt.


»iii Ohi
do '
^
	 do 	 	 	
2an*artll«, Ohio 	
TlonesU, P*. 	
S^t^u Pa
>*l wirg.
Dayton. Pa. 	
Ford City, Pa. 	


do

connuenco, ri.
Sh.rrodBTlll., Ohio 	
Ctlf(io Ohio
Hudson, Ohio 	
Partt, Ohio 	
Bichfleld, Ohio 	 • 	
PcnlniulA, Ohio 	
2al€n* 1» Ohio
	 do- 	
Richaond, Ohio 	
rto


i/49.2
48.0
.32
.05
.13
.17
4.47
3.00
205.5
11.75
.55
2.95
478
290
340
277
1,184

434
70
.02
.32
.09
.03
.16
9.95
7.52

45.1
45.7
.31
.05
.13
.16
4.45
2.77
2A24.1
11.72
.54
2.73
474
285
336
274
1,179

428
66.2
.02
.32
.09
.03
.16
9.75
7.48

Julr
tot.
Nor.
No*.
Oct.
Nov.
Oct.
Nov.
HOT.
Sman-
OK.
June
Aug.
Aug.
Dec.
«aj
Dec.
Dec.
July
Feb.
Sn*.
June
Oct.
S*pt.
Apr.
June
»u«.
Juno
Apr.
Sept.
»u«.
Oct.
Feb.
Nar.
Oct.
Oct.
Apr.
Dec.
Apr.
Apr.
Apr.
Apr.
Apr.
"ay
Jul7
June
A««.
Dec.
Aug.
June
June
m
1939
1736
1739
1915
1735
1738
1737
1738
1939
1728
1739
1922
1737
1908
1737
1914
1750
1927
1938
1949
1923
1938
1736
1941
1941
1949
1942
1948
1953
1962
1941
1748
1765
1940
1945
1964
1937
19458/
1959
1743
1949
1740
1946
1732
1751
1744
1751
1740
1751
1740
ITil
1949
1951
1737
1947
1955
1969
1935
1950
1956
1961

107
3.3
20
1.1
1.1
11
17.4
30
36
11.0
10.4
15
4.6
8.6
6.33
4.72
8.58
7.2
16.8
5.4
18.9
21.5
6.0
6.7
19
7
11
11
2
10.2
5.9
14.2
15
6
5
1,688
2/19,940
15,790
37,400
37,390
9.41
7.05
4.43
4.21
15.16
15.02
17.95
15.40
91.6
79.7
150
138
7,423
6,887
121
80
61
53.6
42.4
76.62
72.23
133,400
132,571
.5/95,300
94,652
9'. ,192
93,501
6/74,200
73,807
72,800
7/93,700
73,808
92,376
289,600
287,700
254,000
253,121
49,700
49,570
.245
.189
3.87
1.24
3.40
2.79
1.48
1.29
2.84
2.81
1,555
1,511
1,481
1.451
178
156
134
111


•1.159
•1.159
•.042
•.031
•.116
•.110
•.152
-.151
•.138
•.118
•.028
-.025

-
•.145
*.ns
•.034
•.032
.210
.209
.278
.276
.275
.273
.180
.172
.177
.307
.307
.302
.175
.174
.406
.405
.994
.771
••017
•-01 5
•.019
•.016
.058
.048
.076
.066
.027
.027
.201
.175
.171
.187
.029
.025
.022
.021

•50
•50
•70
•40
•40
•50
•68
•60
46
•65
•65
•50
•65
•65
•44
44
•44
•65
43
•65
51
•65
•65
•65
•60
•60
•60
•60
•60
74.8
37.7
1.10
.860
.067
.381
4.00
.777
1.45
.151
.135
.120
.319
.156
4/1.38
.126
.203
.358
.326
.284
.162
.178
~.062
.277

.075
.341
.29
.15
.281
~~.611
.567
.100
.442
.523
.213
.199
.466
.am

937
73
581
3,485
851
1,577
224
176
120
452
221
1,500
462
287
343
312
272
229
167
87.8
308
106
483
410
196
367
798
741
131
720
164
scs
scs
scs
scs
scs
scs
scs
scs
scs
ODU
scs
scs
CE
CE
CE
CB
CE
CE
CE
SCS
SCS
SCS
scs
scs
DDK
COM
-------
CO
21-36

21-37

21-38

21-39a

21-40

21-41

21-42

21-43

21-44

21-45

21-46

21-47

21-48

21-49



21-50


21-51



21-52


21-53

21-54

21-55


21-56
                             I/  Drainage area has been 115 eq. ad. (net) part of the tljie in the pist, when fed partlr 07
                          feeder fro« S.  fork RirkervUle Hlver.
                             }/  At preesnt  splUvajr  elevation (lowered in 1908).  Fro™ 1836 to 1903, Ipllliov elevation
                          Mai 893.4. surface area  3,636 ecree, and capacity 22,O90 ac.-ft.  Prom 1832 to 1836. splllMav
                          slevatlon wat loeer and  sorface area Maa 3,136 acre*.  Natural lake of 650 acree originally.
                                 Eaet Branch Reservoir and sany natural lakea act aa efficient sedlamt trape.
                                 Das failed  eerller Ul 1938 but little sedlaent lost.
                                 At elevation 975.  Klevatlon top of gatee - 976 ft.
                                 At elevation 1,162.  Elevation top of gatee - 1,164 ft.
S.66
_
— .
—
—
—
—
_
—
—
—
_
_
—
—
—
—
—
__
—
__
16.88
—
8.22
_
246
—
7.4
—
.07
—
.12
_
277.4
—
.11
—
.58
—
	
_
—
10.38
—
81.76
—
.29
—
—
_
— 1948
— 1949
— 1950
— 1951
— 1952
— 1953
— 1954
— 1955
— 1956
— 1957
— 1958
— 1959
1961
— 1962
— 1963
— 1964
— 1966
— 1967
1968
— 1969
— 1970
— 1939
June 1949
— 1913
Aug. 1950
July 1943
•bv. 1951
— 1880*
July 1957
- 1931
— 1938
— 1930
— 1938
— 1916
— 1941
— 1946
— 1954
— 1930
— 1948
— 1928
Oct. 1951
— 1902
June 1952
— 1855
— 1949
— 1929
— 1949
Oct. 1954
Oct. 1956
Oct. 1958
Dec. 1960
—
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
—
9.7
—
37

8.4
—
76
—
7
—
8
—
25
—
8
—
18
23
—
50
—
94
—
20
—
2.0
2.0
2.2
30.66 U/rall 1949 —
—
—
19.79
—
—
—
32.05

—
6.12
—
14.17
—
2.75
—
—
6.28
—
—
Aug. 1960
July 1970
Nay 1954
July 1955
July 1960
Aug. 1966
Oct. 1948
Aug. 1956
July 1962
Mir. 1956
June 1961
Feb. 1955
Aug. 1966
Aug. 1964
July 1967
Sept. 1969
Aug. 1964
Aug. 1967
Sept. 1969
7
10
—
1.2
5
6
—
8
6
—
5.6
—
11.8
—
2.91
2.16
—
3
2.12
   I
                                                234
                                                217
                                                206
                                                202
                                                199
                                                197
                                                193
                                                192
                                                1«7
                                                183
                                                177
                                                176
                                                170
                                                166
                                                163
                                                159
                                                150
                                                148
                                                146
                                                145
                                                142
                                              4,659
                                              4,535
                                                994
                                                933

                                             91,200
                                                122.75
                                                 77.02
                                                   .15
                                                   .0
                                                   .11
                                                   .00
                                             28,100
                                             22,250
                                                 9.46
                                                 9.11
                                                 11.5
                                                 4.65
                                                169.99
                                                161.26
                                                144.8
                                                117.3
                                                 86.3
                                                 38.3
                                             32,400
                                             31,835
                                                 69.58
                                                 68.95
                                                 68.77
                                                 68.60
                                              3,502
                                              3,399
                                              3,283
                                              1.111
                                              1,092
                                              1,059
                                              1,009
                                             13,176
                                             12,886
                                             12,731
                                                760.4
                                                745.)
                                              3,142
                                              3,081
                                                465
                                                464.72
                                                464.33
                                              1,085
                                              1,083.77
                                              1,082.95

   7/  At elevation 920.  SpUlMey creet elevation - 918 ft.
   8/  In rteM of the limited aawnt of codUaent cosputed in the 1945 report  (384 ac.-ft.),  the valuea
of the 1945 report are not Included and Mere not ueed in computing survey data  for the  1959  report.
It ia considered that the longer period (21.5 yr.) wee necessary to develop a voluaa capable of
being Bwesured with e reasonable degree of accuracy.
   9/  Density for entire period of record.
        Computed froat differences in total •eilliieiil accumulation In tone at each survey.
        Gate closed fall 1949.  Drained March 195O.  Oste closed "av 1954.
.037
.035
.033
.032
.032
.031
.031
.031
.030
.029
.028
.028
.027
.026
.026
.025
.024
.024
.023
.023
.023
•.340
•.331



.551














.010
.004
.597
.586
.265
.262
.261
.261
.146
.142
.137
.0642
.0631
.0612
.0583
.565
.553
.546
.190
.186
.291
.285
.156
.156
.156
.159
.159
.159
	
j/55.7
2/50.6
•2/53
9/55.6
9/65.3
9/68.2
—
—
—
—
—
—
__
—
—
—
—
—
—
_
—
•40
__
66
—
•100
	
_
-65
65
__
•65
—
43.1
—
_
—
•60
__
•50
	
•65
—
•65

•60
—
—
—
—
_
—
—
—
—
—
__
—
-~
—
—
—
_
•80
90
—
•80
80
_
1.00 10/1
1.27 1
.45
.34
.25 1
.41
.14
.55
.47
.64
.18
.37
.42
.33
.45
.55
.22
.236
.136
.319

.759
^
.20
—
1.30 2
.081
_
.29
.08
__
__
,213
.177
693
609
.239
926
--
—
—
-_
—
—
_
—
—
—
—
—
—
_
—
661
	
287
	
.830
	
	
410
113.3
_
aw



















ow

ow

a.


OW


OW
.84 1,189
—
.36
—
.657
—
.23
_
.117
__
.0493
—
.346

1.09 1
.31
.27
-.
.48
.378

.787
.341
.419
—
1.13
.806
—
.435
—
.363
—
.0345
.066;
—
.065
.062
— —
377
—
—
—
300
__
127
__
69.6
—
489
—
,424.4
405.1
352.8
—
—
—
—
' —
—
—
—
_
—
—
_
—
—
—
60.5
116
—
113.3
108
OW

OW

scs

scs

ow

ow

scs



ow


ow



ow


ow

ow

scs


scs


10/
n/
»
-------
                                                                                                      SUMMARY OF
                                                                       RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970
>n
o


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PEH



SPECIFIC
WEIGHT
(DRY)
LB. PER
CU. FT.)


AVG ANN
SEDIMENT
ACCUMULATION
PER SQ. Ml.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                          OBIO RIVEH BAJIS (ABOVE POINT PLEASANT)  AND LAKE EBIE DRAINAGE Continued)
21-57
21-58
21-59
22-1
22-2
22-3
22-ia
22-5
22-6
22-7
22-8
22-9
22-10
22-11 c
22-12
22-13a
22-14
22-15
22-16
22-17
22-18
22-19
22-20
22-21
22-22
22-23
22-24
22-25
22-26
(PA-406)
°

do-
rt°~
do
Upper Hocking No. 1 	

Grand../
Stronach 	 • 	
Coller Pond 	
do



R r /
eetree Creeky



Harriaon Lake
do

	 do 	
GiKyi us .Iu. -•
Contria Pond6/-— 	
do
do
IT " lrl/
JlJtui-r. ,,rcCK2/
11
Burt Lake
Kohart Pond 	 * 	 • —
Van Buren Lake 	
d
1°

°
aharon Holiow
Brooklyn Kill Pond 	
Manchester Power Dam 	
Mrt
iron mil on
do

M Po
aa . Ine Mill rond
Hill Pa

I
Bridgouay Laxc
Franklin Hill Pond 	

r
r""c



°
°
Hunters Hun 	
St. Marys and iiabaah River-
Pine R. of Manistee River-
ed
""
1 1 J 31
ugl c . cr
p T °
Eagle i-ree
°

11 j
unnamed


d
Unnamed 	
do. . . 	
Trib. o. Sandusky River
Trib. or Koo Creek 	
0
do
Sixmil



Unnamed 	
Kocky Pord Creek 	
0





°

I C


!L "ouge
Rl
j


Unnamed
tin
Franklin Branch Rouge — —

^ r ouflo 	




0
4°
Lancaster, Ohio 	
GREAT 1.1KS5 DRAINAGE (IK
"6~ j' °
Uellgton, Kich. 	
D fi ° Ohi
e ance, o
j

do
0
0
.
_^°
H


d°~
Ohio City, Ohio 	
.-do ••---
ucyrua, u io-
Lafayette, Ohio 	 :
°
j


Oakwo
0 , 10
Grover Hill, Ohio 	
Findlay, Ohio—. 	
,°


Manchester, Kich. 	 -
Brooklyn, Mich. 	
0




FlykwUtri, Mlvli.
Hi
a V



C rt'
Franklin, Mich. 	
hv?l 1
. - do !-

.288



1.04
«I.:HIGAH) AND
113
291
.026
2,329
5.23
1.94
.013
37.2
.038
2.64
.13

21,6
.76
.021
22.80

58.5
34.7
29.6
14.4
56.85
73.6

7.5
13.8
54
3.3
.287
.94
MAUMSF. R1V
93
233
.024
2,326
5.20
1.91
.012
37.0
.035
2.79
.13
21.4
.74
.019
22.72
25
6.2
6.4
5.2
56.85
63
17
7.5
7.8
54
Aug. 1962
July 1967
Oct. 1954
Oct. 1956
Oct. 1958
Dec. I960
June 1962
Apr. 1956
June 1962
ER BASIN
Aug. 1940
1912
Jan. 1953
Har. 1945
Aug. 1951
1912
— 1951
1912
July 1951
— 1912
Aug. 1951
Apr. 1947
July 1951
— 1941
June 1949
July 1951
Jan. 1945
July 1951
June 1949
— 1947
— 1951
— 1954
— 1962
1912
July 1951
Sept. 1948
July 1951
Sept. 1943
July 1951
Spring 1939
Nov. 1948
Aug. 1951
Hay 1969
— 1927
Hay 1969
1948
Hay 1969
— 1945
Hay 1969
Aug. 1969
S^t. 1969
1937
Har. 1969
Hay 1969
— 1927
Mar. 1969
1833
-pr. 1969
Sent. 1969
4.9
2
2
2.17
1.58
6.08
96
41
6.4
39
39
39
4.3
8.3
2.1

30
4
3
8
39
2.8
7.8
9.5
2.8
10CH
42
21
23
100
100
31
63
41
136
100
654.13
653.89
53
52.25
52.05
51.95
51.75
450
446.13
106^605
640
27
9.5
9.4
:./U,400
" 1! ,600
129
74
148
104
2.6
2.5
991
929.1
902.4
5.03
4.71
242
218
9.2
7.9
7.4
6.3
995
696
59
57
2.4
2.3
248
205
186
717.6
502.3
258.1
143.9
249.3
1B6.3
288.9
259.5
1,551
1,159
225
170
240.1
129.6
21.33
10.9
76.7
47.9
97.8
13.1
173
101
.21
'.166
.165
.165
.164
.882
.875
"^2.193
•1.796
».003
•-.0001
'.761
-.753
.012
.009
.050
.029
«.156
*.109
«.417
*.401
.051
.048
.046
'.239
*.221
.120
.108
.133
.114
.107
.091
'.094
«.066
«.155
».150
*.229
*.219
.022
.019
.017
.026
.018
.016
.009
.016
.012
.09
.08
.224
.168
.0074
.0056
.0061
.0033
.0026
.0013
.0250
.0156
.0133
.0018
.0067
.0039
71
•60
71.6
«55
110.4
"45
59
52.5
73.4
53.2
•53
53.7
45.4
57.8
•49.3

43.8
37.2
26.1
53.6
57.9
23.3
30.1
43.4
31.5.
41.8
44
38
46
50
39
1/0.015
1.307
.34B
.16
.443
.673
2.64
.064
.92
.031
.27
.59
2.75
.20
.34

.28
l!S6
.969
.36
1.13
.53
.20
.31
.085
.11
.484
.20
.75
.0097
.057
.01
.093
.079
.013
1/23.2
1,708
455
209
579
1,057
3,162
154
902
347
675
4,396
232
392
2,001
277
3,270
1.460
343
924
301
233
391
43
72
457
137
8.8
54
8
93
86
11
scs
scs
SOS
scs
ODV
ODW
ODX
03W
ODW
ODW
ODW
ODW
ODW
ODW
ODW
ODW
ODW
SCS
SCS
SCS
SCS
SCS
SCS
scs
scs
scs
scs
scs
-------
to
22-28
22-29
22-30
22-31
22-32
22-33
22-34
23-
24-la
24-3b
24-4a
24-5
24-6
24-7
24-8
24-9
24-10a
2VUa
24-12
24-13
24-Ua
24-1 5a
24-16
24-17
24-18
24-19
24-20
24-21
24-22
24-23

J~ |>v
B*U-°V~* Ltico
P rA TV
IJUtO
Bartn Pond
^ tWMl
M7?
do °
a wi o__ B j
" "'do*^*


Ad Ian
e arum
Lake Williamson (Artie Pond)-
dn
do
r°
UIKB Elooralngton
~°
rt
lr "n -rill
do

do
, Q
do"0* ™"
dn
Sha r ft»nd
"^""jj'f
Lake Springfield 	






do
Lock and Dan 25 (Wlnfleld) 	
~°
A
do
Ul Ci 1 1
• Stirling
LnV J k Till
-d *OIIT^^*~
ttui 1° T I_nk
•auvalHB* Tflrre Laico
I
igan

Uuigdon Fond
Franklin Outing Club Lake 	
T >-
da*1
Hft 1
TOT .'


Roodhouse Pftrk District Lake-
Woodbine Country Club Lake —
n«i i* i TVi-nrt
Bald ^°l0 rona
S«ii.l P
Tdo°




A_
do
_,_
Urm Hal
__lo 	
f^Las 	



MISSISSIPPI aiv




j-
d
C ok
onay re
oo


SnnjEMEin Hi
do

Trib. of Cahokia Creek 	
Sugar and Lick Creeks 	




do
Trlb. of Panther Creek 	
Mississippi River 	

do
do
Trib. of Shelby Creek 	
SandTT P ok
^'"clii
rfeuvaiaaee Terre Creek 	
Unround

_l°
dn

do
ao

do

da
dn
do
.
do
do
.
jj;
do
j

• WimnwUl. Il-U.
BellevUle, Hlch.






— , J KM fc
l1f" * C '
Plmtuth Ml
do *

CHEAT LAKES DR
SB BASIN (LOUISIANA
Carllnville, 111.
do
dn


dn
Cerlinville, TU.
^


Sdwardsville. Ill
Springfield, 111.


Gal abur Dl
do E' "
do
P4 ~T _^
do
^
— 4.J — : —
dn

Mt. Sterling, HI
Jacksonville, Ul
d
d
do
	 do 	
ranklln, HI.



	 do 	



RnnilrvH Til
nooonouse, u.
M id ni
**" * '

d
Hiiivi ni
. '

	 810





7 -7







20.3
U.2
183
25.9
12.45
54.3
59
AINACE (IN MICHIGAN AND WI5COHSI
TO CHESTER) ILLINOIS, SASJUSKIA
	 .53 .51











. 	 .087
	 265





1 01
1.84
|W>
	 • _








^ 71













'


n*n

-
60


25.79
902
.083
258
20.1
8.85
1.77
z
1.75
10.1
32.2
2.72
.348
.414
.600
~9.16
.92
.439
.320
.221
.091
Apr. 1969
July 1969
— 1933
July 1969
July 1969
Aug. 1969
Early 1962
Aug. 1969
Sept. 1969
Sept. 1969
»)
, AND KERAMEC
— 1922
— 1954
Dec. 1929
Aug. 1948
Aug. 1952
July 1955
June 1939
June 1949
July 1954
Sept. 1959
Apr. 1922
July 1936
June 1946
HOT. 1937
July 1949
Ju. 1934
Aug. 1948
Apr. 1927
Sept. 1947
Dec. 1923
Aug. 1936
June 1949
June 1925
Dec. 1946
July 1939
fey 1945
fey 1946
Dec. 1947
fey 1959
— 1935
— 1951
June 1952
June 1952
— 1900
June 1952
July 1952
July 1952
1909
July 1952
Oct. 1938
July 1952
July 1952
1917
July 1952
July 1952
July 1952
JulT 1952
142
40
36
54
100*
7
36
28
! RIVER BA£
27
5
7
18.7
4.0
2.9
1O.4
5.1
5.1
14.2
10.0
11.8
14.6
20.4
12.7
12.9
21.5
5.9
1.0
1.6
11.4
16
12.0
31
52
45
47
43
13.8
55
35
26
28
94.7
19,945
17,980
17,926
16,085
3,150
2.601
677
336
121.3
116
667.8
562.9
1,000
851
ilNS
175.6 ..
159.5
152.2
147.6
6,654
6,062
5,905
5,863
1,725
1,475
1,427
1,387
19,738
16,930
14,567
20.2
17.6
61,039
58,380
607
320
2,881
2,660
2,452
2/367
232
180,000
194,100
181,400
184,000
155.000
306
248
7,058
6,874
1,820
1,215
126
73
56.8
44.8
328
301
267
234
308.3
238.6
459
408
61.6
53.9
58.;
43.4
67.2
56.7
3.7
2.2
.0062
:82i
.0472
.0424
.0083
.0068
.0081
.0040
.020
.019
.026
.022
.032
.027
.614
.558
.532
.516
1.981
1.805
1.756
1.746
.118
.101
.098
.095
-


•.490
•.310
.393
.319
1.167
1.137
.100
.067
.082
.047
.284
.224
1.302
1.194
.756
.663
.060
.046
.846
.751
.243
.213
.318
.236
.521
.440
.on
.042
59 .0356
69 2.42
81 4.56
39 .055
41.9 .13
— .06
56.08 .054
75.1 .09
46.24 1.18
46.24 2.90
46.24 1.25
41.5 .528
41.5 .655
46 .242
59.1 .934
65.7 .365
62.4 .302

51. 7 .262
•50 2.65
43 .705
59.7 .701
— 1.97
52 1.82
•40 3.55
-

- -
60 2.05
32.5 1.51
48.2 .61
41.2 .38
31.8 .78
52.4 1.43
36.2 1.28
42.4 .551
43.1 1.02
42.4 .50
54.4 1.81
53.7 1.72
35.6 .30
45
3,637 SCS
SCS
8.045
46
SCS
118
SCS
65.96
147
IWS
1,188
2,921
1,259
477
592
243
IWS
1,200
521
480
248
295
IWS
2,890
660
911
2,231
2,061
SCS
3,090
— CE
2,679
IWS
1,069
IWS
640
IWS
341
IWS
540
IWS
1,632
IWS
1,009
509
957
— IWS
462
— IWS
2,144
2,012
— IWS
233
                            I/  Sediment pool only.
                            2/  Also known aa Lake St. Ibrya.
                            3_/  At present spillway elevation (lowered In 1856).  In 1S44 surface area Mas 17,603 aerea and storage
                         capacity, was 220,400 ae.-ft.
                            4/  Capacity and aedlnent figures include that of several tributary anas Including Beetree, Eagle and
                         SUoolle  Creeks.
5/  Tributary arm of Aiiglalme River Power Reservoir.
y  All figures subject to  readjustment because of minor dredging which oecnred in 1953.
2/  At present opillwaj elevation; spillway  raised 1.24 ft.  In 19U.
*   EstliBted or assuaed.
-------
                                                                                                                    SUMMARY OF
                                                                                  RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER






RESERVOIR







STREAM







NEAREST TOWN







DRAINAGE AREA
(SQUARE MILES)


TOTAL | NET



DATE OF
SURVEY





PERIOD
BETWEEN
SURVEYS
(YEARS)





STORAGE
CAPACITY
(ACRE -FT.)




CAPACITY
AVG. ANN.

(ACHE-FT.




SPECIFIC
WEIGHT
;DRY>
La PER
:u. FT.)



AVG. ANN
SEDIMENT
ACCUMULATION
PEH SQ. MI.
OF NET DR.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA



to
to
24-24

24-25

24-26

24-27

24-28

24-29*

24-30

24-31

24-32

24-33

24-34


24-35

24-36

24-37

24-38

24-39

24-40

24-41

24-42*

24-43

24-44*

24-45

24-46

24-47

24-48

24-49*

24-50

24-0
                                                                         MISSISSIPPI  RIVEB BASIN  (LOUISIANA TO CHESTER)  ILLINOIS, KASXASKIA, AND HERAMBC RIVER BASINS (ContlniMd)

                                                                      1	   Uhltflh*!!, 111.	
                                                                                            Springfield, 111.-
                                                                                            	do	
                                                                                            Rivarton, HI	

                                                                                            Outturn, 111	
                                    -etas.  R. u
Trio, of K«rt Cn

Trlb. of S*ng*mn Rlvi

Trlb. of C«hokl» Cr.«l
                                                                                            Aj«r«, HI	
                                                                                            	do	
                                                                                            Brvumlek, Ind.-

                                                                                            niiui*, ni.—
                                                                                            Glll«sple, 111.-
0.054
—
3.49

.526
-_
1.31

1.43
_
2.73

.85
—
.42
—
.27

1.05

.618
	
.46
—
1.22
_
7.19
_
5.73

1.39

1.68

.28
	
5.29

5.21

.85

"".668
	
48.4

.314

4.02

.828

2.72

.,470

__
__
_
__
1,500

—
0.052
—
3.43

.518
_
1.30

1.39

2.39

.84
—
.40
—
.26
_. .
1.04
—
.581
	
.44

1.18
__
7.15
__
5.62

1.33

3.54

.26
_
5.23

5.12

.84

"".666

47.3

.304

3.90

.799

2.67

	
_
_
_^
	
__
	
_
—
J*n.
Julj

Aug.
—
Aug.
	
Aug.

Aug.
Aug.
S.pt.

July
—
Aug.

Aug.
Apr.
Julj

Julj
	
Jun*
—
Aug.

Jun.
	
Julj

tog.

Julj

JOD.
	
Julj
_
Jun*

Aug.

Julj
	
ifcpt.

Julr

Aug.

_
	
Julr
**r
«*r
D.C.
l^y
Oct.
Apr.
Juir
n.o.
DK.
1937
1952
1907
1952
1939
1952
1943
1952
1906
1958
1947
1960
1902
1952
1949
1958
1943
1958
1956
1960
1902
1959
1921
1958
1940
1954
1937
1954
1923
1954
1936
1954
1926
1954
1904
1958

1958
1938
1958
1928
1958
1940
1952
1943
1959
1900
1952
1912
1960
1933
1950
1862
1959
1938
1945
1945
1946
1947
1959
1938
1954
1969
	
15.6
—
45
—
13

9
—
52
	
13
—
50
—
9
__
15

4.3
—
57

37
—
14

17
—
32
__
19
—
28
	
54

42
—
20
„
30

12
—
16
__
52
—
48
__
17
	
71
-_
7.1
.6
.4
1.4
11.5
_
16.33
15
1.58
1.32
181.8
115.3
18.3
9.4
6.0
3.4
200
150
52.1
44.8
31.7
15.4
74.2
68.0
19.7
16.0
1/72-5
70.3
174.14
149.10
158.6
139.5
200
188
133
36
799
696
320
289
1,248
1,140
160.5
135.8
296.1
141.6
432.8
335.3
177.8
151.9
4.2
1.3
4,496.3
4,143.6
47.1
35.6
597.86
530.88
154
116
376.3
187.2
395,000
390,200
_—
381,200
408,200
343,900
93,858
85,231
2/102,362
.053
.044
.093
.059
.062
.032
.008
.005
.262
.197
•.036
•.031
.067
.033
.351
.322
.137
.111
—
—
.459
.323
.680
.598
.276
.260
.033
.009
.272
.237
.376
.339
.630
.575
1.131
.976
.110
.053
.164
.127
.536
.458
.011
.003
.152
.140
.277
.209
.233
.207
.345
.260
.272
.136
—
—
—
— _
—
—
—
.0017
.0018
36.2
	
38.7
	
56.2

41.2
__
51.03

56.7
__
1.9.3
_
46.86
_
55.66
__
	
—
35.5

54.42

34

79.2
__
37.9

35.3

28.1
__
37.13

65.34

52.35

48.2

54.9

39.7

46.8
	
40.8

•40
__
48.4
0.33
__
.431
	
1.31

.22
__
.69

.23
__
.39
„
1.72
_
.93
__
.49
—
.756
__
1.17
	
.73

.80
__
.57

1.19
__
1.09
__
1.76
—
.70
_
.94

1.01
_
.36

.47
„
.70
	
.36

2.70
_
.73
260
„
363
	
1,603

197
__
766.87

284
__
419
„
1,755.47
__
1,127.33
_«.
—
--
584. $
__
1,386.73
—
541
__
1,380
__
470
_.»
913
__
667
__
1.423.32
„
996

1,071.79
__
1,130

430
__
406
_.
713. 51
__
320
__
2,352
_
769.5
ns
IMS

ns

IKS

IKS

SCS

IKS

IMS

ns

SCS

ns

IKS

ns

ns

ns

IKS

ns

ns

ns

ns

ns

ns

ns

IKS

ns

ns

ns
a
                                                                                                                                                                                                   .004      —
-------
                                                                                                    OPTEB MISSISSIPPI aim BASII (rusicirr TO touisuiu)
                                                                                                        Io>, ami, ud D» fclcors Rlr«r B.«m.
to
co
25-2
25-5
25-6
25-7
25-9
25-10
25-11
25-12.
25-14
25-15
25-U
25-17
25-18
2M»
26-1.
26-2
26-)
27-1
27-2
27-3
27-1
(








Carthm Long Crnh--
	 to 	 	 do— 	
*iB^.f0*4lt tlU*



«iii n»xi p k
BMiB
••in r • •_• rk* 1111 !i
Bula




C H St. F ft P B Ira. 	 Trib. of Big Crrat












rau K. IT ™i t^JViJ. !•«•





OPPl

do da
!%i rt



BMkbeDB Uk» (PorratvlU* HuaokvU Rim —
Ufc*)





•ttrlflk mil Pool 	 H. Br. BMW Cr«


Fralrl* da Vn ¥l*tmnrln RJTir

(•!••« •llm PoO.
All 31 m«« raov MOOT, p-rtUllj Aw to mml of b
*rf11k» ..«_>. XMO ft_ In 10AA fMrlrul B.r*e1t* _






uuTt, m.

. — . ... Cu-Uwge. 111. 	
	 	 do 	
'
do
ITlrl T



OO





I 	 rfcdrld, IOW 	
•*• * *1 11 A T
^L^ dn

fVrll 1 P 1 T
"rt ' **
	 Mu*e>tin«, lot* 	














— 13.9 13.8



— 2.9A 2.88
— — —






,^



— 31.8 31.6
— 2.51 2.52



I— 2.1 2.1
— 99,400 —


— 2.25 2.13




— 3,115 3,076

B MISSISSIPPI RIVER BASIN (PRAIRIE DU CHIEH TO ROCK ISLAND)
Rock and mpsiplnieon River Brain*
Bock IUADO, ni.





	 Stm-Mrry Pt. , low

.-.....— DnboqtM, IOMK 	
•~,*~





t— 116 116

— 81,600 —
DPPB maaisMPPi RIVER BASIN (ST. PAUL TO PHAIH:
HiMonBlo, Root. Cbippn.1, utd St. Croix Rivi

A 	 Ittrtek, HIM. 	



— 50.75 50.70

13 13B-Z
	 Pnlrl* da SM, MM.- 8,900 g/600
y E.
arrow mt«ri*l. 5/ fix
Jon. 1928
Jan. 1938
Jun. 1916
Iky 1031
Sopt. 1917
S^>t. 1921
Ao«. 19)6
July 1917
Ikr. 1926
Au<. 1919
D«. 19)6
OK. 1939
1921
WlnMr 1932
19S
- 1936
D«. 19)6
0«. 1939
D«. 1936
D«:. 1939
— 1935
— 1946
— 1903
— 1918
— 1927
Jolj 1953

Ifcr. 19)8
HOY. 1949
Oct. 1937
HOT. 1950
S^rt.. 1937
S^it. 1951
Ao«. 1938
Ikr. 1954
Julj 1938
Ikr. 1951
Sfljt. 1958
Ju. 1961
Apr. 1968
Am UKE men:
Ikr. 1931
Auf. 19)8
Dor. 1944
DK. 1916
HOT. 1948
HOT. 1950
HOT. 1952
Jnlr 1934
'*. 1942
F«t>. 1949
Apr. 19)8
M>. 195)
a DU cum)
ir B.^n.
Oot. 1711
— 1871
Jon. 1939
— 1867
Jan. 1939
— 1911
— 1933
clod.. 3.8 *q.
olod.. 5.8 >q.
15
10
8
13.3
11.9
11.0
23.1
3
2
8
15
3
3
11
15
7
19
10
11.7
13.1
14.0
15.6
15.7
5.33
1.33
[GA« DEAIHAGE
1.5
6.2
2.1
1.9
2.0
2.0
7.6
7.0
14.8
15
69
72
19
•1. Mlo.H.l
mi. W..1..1
)70,30fl
3)7,000
'660
152
2/425
273
112
406.)
308.2
•2,100
•1,770
•1,661
738
552
3,000
1,845
3,080
2,556
•2,800
•2,290
1,151
1,070
43
25
207
166
135
185
172
113,370
106,347
89,850
87,740
896
831
70,800
69,350
78,010
69,570
192,000
185,400
480,110
39,132
38,516
38,229
39,224
37,64)
37,881
37,086
608
539
17)
171,684
151,526
68)
157
127
16
1,677
68)
100,000
91,851
ppl Elver bott
Dpi Blvn- bott
.115
.099

-
•.118
•.111
•067
•.Oil
•.068
•.057
•.073
•.059
•.069
•.064
•.069
•1303
•.242
•.198
•.386
*.)59
•.661
•.616

.17
.46
.46
-


-
-

•.018
•.012
.,022
•.009
am.lMna.
.0. lUd.

—
•60
56
•50
•85
•85
•60
•85
•S5
•65
•70
•51.6
51.6
•50
	
•60
40
15


-
75.1

•70
•80
72.5
•90
gowr d

—
-
1.11 -1.190
.977 1.190
1.12 1,370
1.15 1,580
1.18 7,710
1.06 1,960
1.52 '1,990
1.06 1,960
2.41
2.85
.24
.476
~2.96
.795
.6)8
-
2.16
.001
.001
002
.397
.002
.001
-.005
.009
-.001
.001
.078
•<*\
.011
.252
.023
.100
.717
«u. tfileh
1,160
5,280
310
726
3,327
893
695
—
2,82)

350.2
413.2
127
1)4
384
40
158
1,100
SCI
IB
ns
scs
scs
scs
scs
scs
scs
scs
scs
scs
CE
a
scs
cs
CB
a
a
scs
a
scs
scs
scs
a
                            M) •tor««» IOM date bM«l oo HI^IOT- •plllt.17 •Imatloo.
                                                                                                                                                 l or •••uawl.
-------
                                                                                                                         SUMMARY OF
                                                                                       RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY


(ACBE-FT.
PER
ACBE-FT)


SPECIFIC
WEIGHT
DRY)
LB. PER
CU. FT.)


SEDDfENT
ACCUMULATION
PEBSQ. Ml.
OF NET DR.
ABEAFOR
PERIOD SHOWN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA

(S3
                           27-5
                           27-6.

                           27-7
                           27-8
                           27-9
                           27-10
                           27-11
                           27-12

                           27-13
28-
29-

30-1
30-2
30-3
30-4
30-5
30-6
30-7
30-8
30-9
30-10
30-11
30-12
10-11
10-14
30-15
30-16
30-17


31-1

3»-2
                                                                                                UPPEB MISSISSIPPI HIVES BASIV  (ST. PAW. TO PRAIHIE DU CHIES)
                                                                                              Wisconsin. BOOT, CHIpreUA, AND 3T. OROII H1?£H BASIN (Continued)
Pool No. 5A 	
DA-1 - Flahbaugn.r- 	

Franklin Pan. Pond 	 	 	
Frlah«lt Farm Pond 	
Stalplaugh Pa™ Pond 	
tMiri«l Par* Pond 	
~r°
A *
IB-28 Struotur. Ea.t Villon
Crwk Wat»rah«d
E-3 Mtaalnk 	
^°
Mluiamtppi Hl»«r 	
Trlb. D. I. wmo> Cr~»—
da
Trlb. of Spring Cr^li 	
Trlb. of Zuabro Rivw 	
Trlb. of COMT Cr*ak 	
Trlb. of Zuabro RlT«r 	
Trlb. of CrooKod Cr««k 	
Trib. of Boot Mrar 	
Trlb. of !.B. VUlo» Cr~k
	 fc 	
Ninon., Minn. - Wiao.—
Pr.«ton, Minn. 	

Bwj Wng, Minn. 	
Zujfero Fall*, Minn. 	
Mon«7 CrMk, Minn. 	
Wllrtil., Minn. 	
Spring Gw«, Minn. 	

	 do- 	
	 to 	
59,100
1.31
1.188
.269
.231
.386
.194
.436
3.16
„
—
1
1

3
.29
.181
.268
.230
.384
.193
.433
.10
Nov.
Mar.
Apr.
Jun.
Aug.
S.pt.
Julj
HV
Aug.
Jan.
Oct.
Jun.
Mar.
Apr.
«B
1956
I960
1964
1958
1962
1955
1962
1957
1962
1955
1962
1954
1962
1954
1962
1956
1960
1964
"9.6
3.4
4.1
4.1
4.7
6.8
~7.3
7.7
3.83
4.08
168.7
166.5
164.1
110.5
104.56
14.27
13.29
19.09
18.04
27.98
26.71
10.50
10.03
56.79
55. W
292.2
291.0
287.2
.474
.468
.461
•.345
•-327
•.166
•-155
•.313
-.296
•.227
•.217
•.157
•.150
•.444
•.431
.340
.338
.334
	
•70
•70
__
•65
__
49.5

•65

•55

51.86
—
•65

•50
•50
—
o.n
.43

1.23
„
-52
_
.96
—
.49
_
.331
—
.48
—
.11
.30
—
778
656
	
1.741
	
560
__
1,359
—
5*7
~-
374
—
680
—
120
330
SCS


SCS

scs

scs

scs

scs

scs

scs


                                                                                                       UPPER MISSISSIPPI HIVED BASIN (ABOVS ST. PAUL)
                                                                                                   LAKE SUPERIOR AND LAKE OF THE MODS AREA (IN MINNESOTA)
                                                                                                              RED BIVER OF THE NORTH BASIV


" **
	 _do 	

•** ^^
lU?^ta ' "*"

Ou»uraitu Far* fund
n«

«MMn Fai-* Pond 	
	 do— 	

3°"jo "*
ttalTlfl B«U«rud F*ra Pond 	


do


Sloox Railroad Rasorrolr 	
Whit. Uk» 	
Btldhlll Dan (Lake Aahtabul*)



Tin IU.»*r»


Trib. or i-(h}»« HlT«r



rant iYor


f"^"* .

	 do 	 —


Jo
f Him Rl El
	 do 	
Cog Tooth Cr««k 	 —
Park Hl»*r 	
Trib. of Wild Rlc« Ri»«r—



Minn
isio - t, ,
Fraaaa. Him. 	





do


WhMtland, N. Dak. 	


Adaw. S. Dak 	

nUton, n.



Adam*, K. Dak. 	
Havana. N. Dak. 	
Vall«j Citj, N. Dak. 	

T da"'


210


20.2



.226

27.76
30.2

1.125





16.855
37.0
1/4,138




2A


14.6

3.67O

.222

27.76
30.2

1.121





16.66
21.00
2/1,979



Oct.

Mar


Aug.

Hay

Aug.
Jun.
Jun*
Jun*
Mai

Mar
™j
Aug.
JuU
"W
-
Jan.

Mar.

1950
1926
1952

1935
1957
1941
1955
1936
1956
1939
1956
1956
1912
1956
1942
1955



1956
1956
1911
1955
1938
i957
1952
1958
1953
1958

10

26


22

14

20
17
48
44
13

21

22
47
44
19
5.1

5.2
3,792
3,626
155
137.1
130.69
107.29
150.7
139.6
38.70
33.36
12.92
10.29
19.10
157.92
127.40
43.15
35.40
14.47
66.59
46.19
5.227
4.467
145.23
88.37
69.16
1,895.6
1,808.8
76,400
75,410
3,650
3.382
	
	
—
•3.354
•2.753
•.209
•.194
•.284
•.245
•2.494
•1.986
•.022
•.406
•.328
•.045
•.037
•.355
*.128
•.089
•1.191
•1.018
•.766
•.113

~
.204
.149
	
30. 9J

20
41

25

•35
—
29
•35
•35
•35
•35

•35

•45
•35
•35
32
•90

•90
	
• .038
—
.029
.98

.034

.101
—
.59
..0078
.052
.0058
.1579

.0676
—
..18.
.144
.026
.2167
.0981

.225
	
25.6
—
12.6
875

U.81

76.99
—
372.6
5.95
39.64
4.44
114.68

51.J3

184.3
109.8
18.88
151
192

441
SCS

SCS
scs

scs



scs

scs
scs


scs

scs



sea
a
a

                                       Uk« oT the OurkB (Bagn«U
                                         DM)
                                                                                                      MISSOURI RIVEB BASIX (NEBRASKA  CITT TO
                                                                                                 Eldon, Mo.	  14,000       13,900
—      2,087,223
Oct.  1948
Jun*  1938
MV   1949
                                                                                                                                                              17.8
                                                                                                                                                              10.9
        1,972,531
             i/9.46
               2.59
.283
.231
.063
59.2
49.9
  .464     594
—          —303
 3.87    4,200
-------
CO
en
n-3
31-4
n-5
31-6
31-7
31-10
31-11
31-12
31-13
n-iA
31-15
31-16
31-17
H-16
31-19
n-zo»
31-21
31-22
31-23
n-24
31-25
n-26
n-n
n-28
n-so
31-31
31-32
31-33
fWlll



Donlphui Co. Old DMlltloc
Laavamorth Co. Stata Laka 	
Ljon Co. State (.Baadlnc Laka)
r
Martin rar« Laka
t i >-
rtn ^^*"
.
TO


. .- *w
^^" do
.
t

r - -





Cantarrlll. Ho. 2
Laka of IhrM Plraa 	
Do«ln., Bawrolr 	
i n
ISo *"~w
SchMldMr B.i>>«r«oir 	




nimw 	
HOB*? CrtMk Mo. A-2 	
da
a
Hour Ooak lo. A-4 	


(V v H • •"
^'""'do



non«7 J~lp-* *°- * 1

do
Hocwir CrMk Ho. 1-1- 	 	






_. 7° *
1^ *
»


^^rv!
do

do
_.
!i



Uttl. 3*0 H1W 	



""""do r '

do
ni
****dft-**r~
_
do r*
rt


• " "•»!• Kl»«r



(i i T •"-
'"'"do * "


Trtb. of Tarkio Grot* 	
-. . CK.—* » H«
^™^ do ** ""
„ _


I f*r 9r CrMk Trlb. of ••.mb.i






I/ Total dralmfta araa (axclualva of cloaad DOTila Laka Baaln vltb d
V About 2.150 aq. mi. of tha total dralnaca araa ahom la alao none


aprlnftflald. Ho. 	

'

**do * *nTl

atmalns. UIM.
r
™* "*•••
H rt ¥
1'da ^ "
j

ai- If
nDnn n*n«.
(Yl ,. |r
da *ni"
t






Ulcrton. lawk 	
CtmtarvUl*. lot... 	 —
Bedford, IOM» 	






lUnld Ktuw
* _,*" J


Uaivcnitorth. Kai». 	
Ba.^, lo.. 	

1^
do


"~
*
do
	 do 	
buMU, lom 	


*

do



°P ^^
tLLfthaatUaaV, aUOI.

Bolto"» «n«.
Kfln...!.,.., bi... 	
[~
narratha, Eana.
dn
rt



raljiaia ana of 3,940 aq. ml.}
attributing.
1.05
41.9
1.62
3.83
2.19
.18
6.15

5.35

2.17
.065
.509
4.96
2.70
1.15
.703
.12
.168
.31
.4
.64
.278
.355
-
1.213
.478
-.503
-
.71
.42
1.49
.16
9.17
-
oraal
1.04
41.5
1.58
3.56
5A-79
.17
1.76
-
5.28
6.11
1.07
.064
.505
4.82
2.62
5.97
.699
.115
.164
.30
.4
.63
.274
—.346
1.200
-
.470
.495
-
.70
.42
1.40
.15
8.99
' Baao^olr
. raiart aca]
JnUr 1939
Hay 1949
— 1929
Ja>. 1940
JOB. 1937
S*>t. 1931
lor. 1947
la.. 1939
•OT. 1930
Oct. 1937
Ikr 1924
Apr. 1937
Julj 1954
Aof. 1967
Apr. 1913
Sapt. 1939
JnlJ 1932
Jioa 1937
Juljr 1949
— 1909
Oot. 1937
lu<. 1942
DM. 1948
Julr 1934
Ik/ 1949
1913
ftxr. 1939
- 1926
- 1937
Julr 1936
Fab. 1950
— 1952
- 1956


— 1956
Jan. 1946
Ikr. 1955
Ikr. 1944
Sapt. 1955
NOT. 1936
lot. 1957
Oot. 1956
Oot. 1958
Sapt. 1959
Jan. 1961
Ao«. 1957
Oot. 1958
AM. 1959
Jan. 1961
*>". 1955
Oot. 1958
Oot. 1959
Jan. 1961
Julj 1955
Juna 1958
Sapt. 1959
Jan. 1961
•or. 1955
Oot. 1956
Sapt. 1959
Jan. 1961
«OT. 1936
Sant. 1955
lav 1951
Oot. 1953
Oot. 1947
Oot. 1955
Oot. 1949
Oot. 1957
Jan. 1936
Juna 1951
Am. 1952
Oot. 1953
Apr. 1955
Apr. 1956
Apr. 1958
Julr I960
allt^ full D
Jl Har 1945; •
9.8
11
4/1°.°
16.1
4.0
6.9
13
17.2
13.1
26.4
4.9
12.1
6.3
4/6.9
25.5
11
13.6
4
9
4
8.8
11.5
20.7
2.00
.92
1.33
1.17
.83
1.42
2.92
1.00
1.25
2.92
1.25
1.33
2.92
.92
1.33
16.8
4.0
6.0
7.9
15.5
1.2
1.1
1.5
1.0
2.0
2.3
M. 1936)
lltM full
1/31.80
'1.93
3.452
3,207
159.2
23.6
3,916
3,771
1,669
1.670
33
30
1,866
1,563
1,181
1,091.!
365
296
721
666
466
405
289
3.00
2.04
.3/33.7
.03
511
401
1,111
1,050
1,231
660
13.4
10.7
11.37
10.35
10.4
6.23
6.92
4.05
J/i2.89
8.4
81.6
26.1
52.7
52.3
52.2
52.2
64.9
63.5
63.3
63.3
164
161
179
179
142
140
138
136
106
105
104
104
52.72
37.63
3/7.55
5.67
721.7
653.1
1/49.4
46.3
1.934
1,310
1.234
1,259
1,206
1.205
1,200
1.117
Croat ralaad JmM
afaln Ikl 1949.
•.132
•.COS
•.324
*.O48
3.7O1
3.564
03.428
•3.394
•.559
•.506
n.025
•.858
•.649
•.599
•.130
••106
	
•.231
•.157
•.303
•.0003

—
^
—.750
•.744
•.742
•.742
•.724
•.706
•.706
0.706
•.600
•-590
•.564
0.584
n.175
•1.158
n.142
n.142
•.833
0.626
0.818
•.818
—
.804
.544
.513
.523
.501
.501
.499
.464
i 1937: all
A,, oov
62.5 2.9)
•60 .536
84.4 8.56
61.45 2.53
•60 2.73
•60 2.62
62.2 3.00
53.3 2.66
56.5 .68
49.15 .477
60.4 1.64
57.6 2.41
•60 2.00
57.4 2.41
72.5 "9.66
•60 .614
•60 2.12

065 .964
•65 .942
•65 5.65
67.22 1.10
60 .97
•60 4.22
66 .71
66 .74
66 0
66 3.52
66 .71
66 0
66 .77
66 2.02
66 0
66 1.35
66 2.61
66 0
66 .65
66 2.22
66 0
52.7 1.13
66.43 1.12
54.3 6.12
•60 ~2.4
54.7 4.48
53.7 7.04
58.0 J/-2.52
54.1 3.93
55.0 .11
56.2 .26
54.6 4.02
.tad full acaln DM
itu aa 6.9 jr.
3,900
703
15,770
3,366
3.566
3,665
4.064
3,326
12.65
511
2.421
3,023
2,6U
3.010
15,250
1.17O
2,760

1,365
1,334
6,000
1,610
1,267
5,515
1,000
1.100
0
5.100
1,000
0
1,100
2,900
0
1,900
3.800
0
1.200
3,200
0
1,297
1.669
7.197
3,136
5,337
6,960
379
1,720
1,400
3,537
. 1940|
acs
scs
aca
aca
aca
scs
AIS
aca
scs
aca
aca
scs
aca
sea
scs
aca
scs
scs
scs
acs
acs
scs
scs
aca
acs
scs
sea
scs
ao
scs
AIS
                                      •fctur wpply pool  c.»,.»city.
                                      tfctw dlwt«d rroB 'jMlii »n«r JVM, 193O.

                                      •teludiat •!*• of  lAko And 0.31 *!• •*• abov* rtoek pond,
-------
                                                                                                SUMMARY OF
                                                                     RESERVOIR SEDIMENTATION SURVEYS MADE M THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY


(ACRE-FT
PER



iPECIFIC
rEIGHT
(DRY)
[La PER
CU. FT.)



SEDIMENT
ACCUMULATION
PER SQ. MI.
OF NET DR.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                             nsaorai BIVZR MSI* (MBEASIU cm TO KEBXAH) (
co
n-35
n-36
31-37
31-390
3M9
31-40
n-u
n-u
n-«
n-u
n-t5
n-4*
n-*7
31-49
n-a
n-50
n-n
n-jj
31-53
n-»
H-S5
n-56
n-57
n-58
32-1
32-2
H-3>
SJ-4
31-5
1*4

• ,
3hlrl*9 Full Jo
Traitm do



••Muu n«Mr«ilr B™*y .iMk




Hl^iimUl* Old City L«ko — Mb. of Davl* CrMk—
** __^ nnuh fr«*
£ 43
ntaball 	 	 	 Trlli. of Mtriilngton CrMk-
M_ (Jo



i do





** •» i /f 1 I It* 1 lk_. h
^*^ "rt" •111 •1*1 lG-l/~ T rt

1 •*
IfctofUld 	 Mb. fcrl*. DM CyptM —
Rlehto 	 Trlb. Stnltfit CrMk 	
» do





Kite fiMii feMonolr 	 Trlb. Boll CrMk 	
ObcrtMlK* rood 	 	 r. 	
.18
.IB
1.17
3.78
—
2.729
.331
.119
.61
.23
.125
3.20
.2U
5.625


.93
.16
.28
.23
1.17
.19
.77
.57
.86
.38
.94
UOUSB R2FTJBL
20.47
493
7,860
.52
.675
.175
.18
.18
1.16
3.75

2.633
2/.181
.117
.58
.22
.122
3.14
.290
5.515


.82
.16
.27
.23
1.16
.19
.69
-•.50
.84
.37
.93
1CAM RIVra BA!
20.26
463
3/2,560
~.512
.661
.171
Oat.
Nftr.
Nor.
*T
Oct.
S^t.
Aw.
Apr.
Nov.
Apr.
Ml?
Jm.
JuU
S^t.
J«17
Out.
•««.
Oot.
Jon.
Juu
Ikr
Apr.
XV
«W
Jim.
Spr.
S^t.
*J
Apr.
Apr.
Au«.
jg,
JulT
Oot.
Jdr
rui
j»u
J«ir
J^y
June
Jnne
J«Ur
July
!*ft.
&tpt.
S««.
J«l/
F^>.
j^r
Joir
il«3
Apr.
tat-
tag.
Joljr
S^t.
s-
1957
1939
1956
1947
1955
1946
1957
1937
1949
1951
1955
1962
1968
1924
1964
1950
1964
1949
1962
1950
1962
1937
1962
1955
1962
1949
1965
1956
1962
1967
1967
1969
1971
1936
1967
1958
1968
1957
1968
1956
1969
1936
1967
1961
1967
1960
1970
1960
1970
1955
1967
1955
1967
1936
1967
1929
1937
1937
1948
1946
1960
1936
1956
1947
1956
1937
1958
7.7
17.7
8.4
U
12.6
1.4
4.3
6.9
6.1
39.8
13.8
12.67
12.4
25.1
7.1
16.33
5.9
.25
2
1.9
31
9.75
U
12
31
6
10
12
12
31
8.0
10.8
14.2
20
8.75
a
50.86
20.86
19.05
V-78
2.42
1/29.13
17.7
280.49
212.01
208.14
202.23
186.07
in. 52
520.0
304.0
32.26
25.55
7.94
6.73
6.7T
6.26
61.19
54.27
1/7.52
5.68
206
176
l/U-97
11.32
1,017.07
1,010.8
989.3
974.9
19.67
11.06
18.07
16.18
64.36
59.99
31.26
27.3
22.8
14.1
6.7
6.16
204.3
191.1
14.883
11.03
232.86
222.06
46.22
42.87
24.03
17.3
1,001
930
777
436
446,000
436,320
33.104
14,704
X.S
22.22
8.059
2.301
-
-
—
-
^
—

.303
.259


-
.05
.03
.39
.35
.80
.74
.47
.41
.049
.03
.08
.08
.607
.568
.061
.045
.68
.65
.25
.24
.05
.039
-

=

•60
86.7
62.01
•60
69
68
•68
69.4
64.7
55.94
59.74
56.8
47.9
46.7
56.2
75
50.7
41.6
53
58.2
•60
•60
HO
•60
67
60
•60
•65
•60
•40
•60

66.5
•50.0
•65
•65
•45
1.88
.56
.90
.90
1.44
.73
.36
.62
.62
2.061
2.686
.85
.07
1.27
2.13
.58
1.61
4.57
1.94
1.38
.34
1.19
1.47
1.43
.24
.47
1.88
.77
1.07
.76
.24
.439
.OHO.
.27
1.77
1.400
1.566
2.457
1,057.5
1,201
1,176
2,178
807
543
1,038
614
2,511
3,4)6
1,051
73
1,294
2,609
947
1,777
4,144
2,379
2,059
444
1,555
1,921
1,869
350
614
2,457
1,090
1,399
993
313
99.6
•294
2,506
1,982
2.217
SCS
scs
SCS
scs
ABS
IBS
ABS
SCS
SCS
SCS
SCS
SCS
SCS
ABS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
m
a
SCS
SCS
SCS
-------
to
«-«
32-9
12-10
32-11
J2-12
J2-13
32-U
92-15*
32-16.
32-17
U-18
32-19
32-»
32-21
32-22
32-23
32-%
J2-3t
32-26
3J-2T
33-a
32-29
32-30
32-31
32-32
32-31
32-31
32-35
32-36
32-37
32-38
3»-3»
32-40
32-U
32-12
32-13
32-U
32-45
31-16
32-17
32-48



•& • t


™"* "••' ""' *o. 1
loba luiiiulr fc. 2-






UoodT »«~R»d tonok—







^l"™"1' ""'•-'














tiM*

_..

Harlaa Coonty 	
Gnat Tartar 	
n 11 r*««i















jaw* Pcm 	
n^^«i
KittMT *n* 	
Uojd ftrf
Lorcll ftaoj— — - i • • -i





















	 DaMMd Trtb. 	



























	 Trlb. of fellm tiw 	
















	 Trlb. Skaokj Bill &iw 	
	 Trlb. Buffalo Cr+ah
	 Trlb. Bopabllcan Blv*r—
	 Bamr Crack 	













do
rt
OUdatona. Mafar. 	



	 do
Lincoln, Kana. 	
_ rr _
*"ll' «n«.






!to

_ _^
J*
do

Bern, Kan*. 	
HBO, Kan*. 	
OMTton •••»•
^^ j* """*


•anrr* Kana
. *


Republican Citj, Hafa

Lantu* ••"•


iM^atjn,, tfl -
¥1ntm-1 V
¥11TTnri t "i«n».
TtalTfm E«
^"J** I*u»,
Ihtfilnvttwi IAD
•iMiingtiUi, uni.
R »« 11 r
inr^l*' *n*'




Arnold, Itn«, 	 •"•
Nukate, Una. 	
Non-owvlll*, Ran*.—
Praoklln, M>r. 	
Coll r.n
"to* *"*"
BaC fc !•
^*" • ' -nl-
lr«Kli\ tin
~* eta









— .292






.77












.35
— .156








«-. 20,753












.57




— .93
— 1.03
— .77
— .85
— 2.16









.302
.101
.099
.283
.212
.187
1.19
.96
1.12
1.0
.21
.220
.15
.120
.31
.152
.206
.127
.511
~~-63
9.277
.96
1.83
1.27
.26
.92
1.16
.57
l.U
1.1
.92
.57
.71
.82
.65
.81
2.08
6.12
.91
.80

-
-
-





fc«.
S^t.
S^t.
s^t.
Jin.
Jolj
NW
July
S^t.
J«lj
HOT.
Juir
Juljr
*J
Jmu
HV
Julj
Ik7
Jon.
J«n.
Joljr
Jan.
DM.
Jon.
Oct.
Julj
Oet.
«W
Jul7
SflA.
Ikr.
awt.
Dot.
*««.
Oet.
Juno
D«.
JuU
Dn.
Jo.
Apr.
Jan.
Jm.
Jm.
DK.
J«lj
HOT.
J«17
D«.
»««.
•or.
Jan.
Smt.
Jon.
»pr.
Jan.
Oet.
Jan.
J«U
Julj
Julj
Jalj
»pr.
tti-
July
IUr.
1958
1918
1958
1913
1958
1899
1956
1916
1956
1916
1958
1950
1958
191i
19S8
1936
1955
1917
1955
1957
1962
1953
1962
1950
1962
1953
1962
1956
1962
1956
1962
1958
1962
1956
1962
1950
1962
1951
1962
1951
1962
1953
1962
1951
1962
1952
1965
1957
1970
I960
1970
1956
1970
19S6
1970
1956
1970
1953
1970
1960
1970
1951
1970
1911
1970
1960
1970
1950
1970
1952
1970
1960
1970
1932
1970
1951
1970
1961
1970
1955
1970
1961
13
10
15
57
10
12
8
12
19
8
5.5
9.2
11.8
8.75
5.8
5.9
3.8
6
12
7.6
7.75
8.6
13.6
12.8
9.7
13.6
13.5
13.3
17
9.6
15.7
25.7
9.6
19.8
18.2
9.7
38
19
9.3
15.3
6.1
13.852
5.913
3.611
9.806
5.179
70.7
30.8
9.67
8.06
5.587
3.735
9.931
5.571
12.271
6.522
11.6
23.6
22.5
16.1
1/92.13
86.67
1/17.73
39.11
1/9.51
8.28
1/16.65
15.23
1/15.29
11.11
1/8.16
5.81
1/27.30
25.15
J/10.51
9.68
11.78
5.16
1.78
1.17
1.88
2.71
J/H.07
65.31
850,000
837.900
1/71.9
60.9
32
21.59
122.5
116
59.66
56.93
103.11
99.11
86.033
78.19
22.68
11.3
101.86
103.17
100
91
23.12
. 21.25
17.3
15.3
91.9
88.1
152.1
116.3
39.2
35i8
20.15
8.12
126:72
95.86
90.6
79.1
96.83
91.55
81.5
—


^
-


.135
.311
—
-
-

-
-

-

~.16o
.356
1.003
.951
1.055
1.02
.939
.862
.395
.36
.38
.195
.855
.816
1.68
1.51
.556
.506
.153
.131
1.279
1.191
1.868
1.781
i319
:29i
.193
.078
.957
.726
.368
&
.61k
.653
.614
•65
•65
•65
•TO
tf
•65
•65
•65
•60
•60
17.1
61.2
•60
70.6
80.9
63.6
59.1
75.6
62.9
55.7
53.1
53.2
•72
•75
•80
•60
•60
•75
•65
•75
•65
•80
•65
•55
•70
•TO
•65
•65
•65
•M
3.11
2.56
.337
1.66
1.58
.527
2.523
2.508
.79
.83
.69
.90
.18
.73
1.33
3.25
l.U
.92
2.67
.31
.51
1.62
.81
.32
.53
.77
.72
.51
1.15
.12
.52
.09
.36
.11
.53
.38
.78
.20
.38

1,870
3.621
177
2.531
2,237
716
3,572
3,551
1,032
1,085
70S
1,200
627
1,122
2.3U
1,500
1,863
1,515
3.658
376
593
1,878
1,317
523
923
1,001
917
831
1,632
201
733
158
507
192
811
575
1,106
277
537

scs
scs
scs
scs
CTS
sc
sc.
scu
sc;
SC3
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
a
scs
scs
scs
scs
303
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
                                      tfctar anpplj pool capacity,  lavarwlr baa grwtar capacity at apllliiay craat al«r
                                      Kcoladee oooaarratlon pool area and terreead ar«a of Mterattad.
                                                                                                                                          I/  7,860 prior to cloaur* of Cadar Bluff Daa Sept. 195O.
-------
                                                                                                                      SUMMARY OF

                                                                                    RESEBVOIB SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH OHO

DATA
SHUT
NUMBER



RESERVOIR




STREAM




NEAREST TOWN




DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET


DATE OF
SURVEY


PERIOD
BETWEEN
SURVEYS
(YEARS)


STORAGE
CAPACITY
(ACRE -FT.)

CAPACITY
AVG.ANN.

(ACBE-FT.
PEB
ACBWD

iPEaFIC
IEIGHT
DRY)
IB. PER
CU. FT.)

AVaANN.
MXBIENI
ACCUNULATO*
PEISQ. m.
OF NET DR.
ABEAPOB
PDUODSBOflM
AC.-FT. | TONS

AGENCY
SUPPLYING
DATA

                                                                                               9EKT HILL UD LOUD HIPUBLICUI SIVBB MM IB (Continual)
CO
CO
                         ja-49

                         32-50

                         3J-51

                         32-52

                         32-53

                         33-54
33-1

33-2

33-3>



33-4*

3J-5«

31-6

3V7


3J-8,

3V9

33-10

33-11

1V12

U-13

31-14




34-1

34-2
-*"*•' ITOIW-





 (UOVI
— 3/taj. 1933
386 Ihr. 1936
— Jon. 1938
— Jon. 1939
675 F«t>. 1127
— «n. 1933
— »n. 1935
— «b. 1937
- A. 1939
— Jin. 1941
— Jol7 1947
- Jon. 1957
D«o 1966
1,460 Oct. 1900
— Sn*. 1931
16.4
16
9.6
12
16.1
44
tm)
5.6
12.9
2.16
11.17
16
10.4
20
4
4.9
7
21.8
11.6
21.8
11.7
4
15
SUBLETH)
43
2.25
1.00
3.83
2.00
2.00
2.10
2.00
2.00
3.00
3.50
9.92
9.40
31
   519
   464
    15.64
     8.83
92,817

90,920
88,663
     9.71
     4.89
   419.5
   381.6
   106.2
    56.0
    11.00
    10.10
     9.12
    22.12
    20.69
    18.19
     9.74
    72.48
    63.17
    20.96
    13.82
   111.25
   102.01
   387
   337.4
    27.68
    23.88
   3,834
   3,126
   9,802
   9,710
   9,424
  73,810
  67,840
  65,050
  62,940
  60,930
  58,430
  56,600
  53,180
  49,150
  44,800
VM.228
  79,064

  77,958
                                                                                                                                                                                 .229
                                                                                                                                                                                 .129
                                                                                                                                                                                1.691

                                                                                                                                                                                1.656
                                                                                                                                                                                1.615
                                                                                                                                                                                 .968
                                                                                                                                                                                 .541
                                                                                                                                                                                 .683
                                                                                                                                                                                 .596
                                                                                                                                                                                 .329
                                                                                                                                                                                 .215
                                                                                                                                                                               10.053
                                                                                                                                                                                9.274
                                                                                                                                                                               "1.92
                                                                                                                                                                               n.67
                                                                                                                                                                                1.20
                                                                                                                                                                                1.04
•65
•70
•60
•60
•65
•70
•65
57.3
71.4
70.3
•70
•70
•70
75.6
80.4
•70
•60
•70
•70
—
•75
0.65
.24
.59
.12
.48
.96
~.66
.206
1.34
.31
.602
1.18
1.58
.447
.392
.28
.28
.24
.07
.96
1.6
.17
                                                                                                                                                                                            77.5

                                                                                                                                                                                            75.6
                                                                                                                                                                                                     .106
                                                                                                                                                                                                     .741
                          —       .26
                          —       .20
                          —       .18
                          —       .23
                          —       .17
                          —       .21
                          —       .21
                          60.7     .103
                          54     —
                                                    SCS

                                                    SCS

                                                    SCS
                                              934
                                               —
                                              257
                                            2,084
                                              475
                                            2,409


                                              645

                                              490

                                              422

                                              320

                                              105
                                                                                                                                                                                                                      SCS

                                                                                                                                                                                                                      SCS
                                                                                                                                                                                                                      IBS


                                                                                                                                                                                                                      SCS
                                                      SCS

                                                      SCS
                                            175
                                          1,220
                                                                                                                                                                                                              243
                                                                                                                                                                                                              107
-------
to
CD
34-9 PMUlnacr 	


34-7 aD(lo»ooo 	
34-8a 1-3 Uooa Crook aatonkod


34-40.. Q-51 Kam Ci-* Jfc t«tr«
34-U J-33 K10M.1 Cr-.* .fat«r-M
34-U B-9 UM Cl--k aaaA.0-.Md
34-13 SUbCataj-B OOC 	

33-1 oitff nil IT
_

__ . Oi... . _ _J_ .

)9-4 0. * A. Bra* Low ..*.»-
39-5 0. * i. Crar* Wpf-r BMa-
35-6 CbaUlM riaw-nl* , . ,
















35-13 Aauoo-0-loU Para tad—











35-Ufc VOJatrmim

35-19* •« MUl-r to. 1

39-ttb .%> Kiior fc. 5 	






rtn




I/ .toilod-i a n. •!. of aaOBooBt*



	 Llttl. Drj d-.-. 	
	 UowCn* 	








	 SUb C.-000 	






-oil- Trtb. of Bon- Uw 	


do
















	 1Mb. Off L. Ml llll »1^W—




i






do

	 THb, of H. .H <••.. HIM «.


do

_ — _.


rt










LltU*toB, Colo.-, 	 9. 40
Hb«rt. Colo. 	 2.92


_ , .
. i.t, 4. ,5»
KuUnrlll., OoLo 	 1.07


tf.Olli.gto.,, Colo. 	 3.1?
7.D7
9.25
2.89
11.6
.56
1.06
.44
3.0B
• LUSH (ABOVB ana TO «a.uau cm) Fum am
aUaintt*, low 	 .1$9 -157


DJthani. lam 	 .200'
DOBlMD, lOW 	 .107


D-mUp, low 	 .428
StVOMtt. Tttaal .081

CbJartor Oaak. low .089
Dow Citj, lam .130


n**. Ion. 	 2.26


DaoUoa, Toa. .155

9rraou., Wbr 	 .199


Aapbatfl, Te» O84



do
Df-dMO, IOM 	 .100

aa .297

fcn.l.il.. low .28?


™

Doain. bo 	 .)*

w 11 T "ri i




Diaaabrot, aab, 	 .18

.097
.204
.139
.044
.425
.079
.084
.127
.21)
2.2)
052
09)
.074
.0)4
.098
• 293
.218
.228
.390
41
.18
•U For am
Aar
aopt.
Hs
Ihr.
Aa»
An
A0.
AOT
Aar
Doo.
Adr
Aiir
Fab.
1 BASn
Sopt.
Apr.
An
aar
*r
ihr
Doo.
Apr.
aar.
Apr.
Ihr
£:
A-
aar
aar.
aar'
Aai.
aar.
Fab.
Am.
Sopt.
Am.
ihr
Apr.
an.
In.
Oot.
Aar
An
s
Apr.
An>o
IS
Aar
on.
Apr.
An
In.
ihr
ADO
In.
aar
An
Oot.
Apr.
An
In.
Or.
AOr
ihr
Apr.
Aaa,
Ploa Ai
1950
19)9
19)0
19)6
1956
1956
1966
1905
1965
1957
1966
1956
1965
1955
1965
1937
1968
(OLD
1944
1949
1941
1949
1940
1949
1938
1949
19)9
1949
1945
1949
1940
1949
1952
1940
1949
1941
1949
1944
1949
1942
1949
1950
195)
1942
1949
195)
1936
1948
1996
1949
•1941
1949
1952
1941
1949
1952
1944
1949
195)
1944
1949
1952
1941
1949
1952
1941
1949
1952
1944
1949
1952
1939
1949
195)
1915
1948
1947
195)
aa 190
41.1 1,01
11.5 1,01
19.5
10
40
9
9
9.5
90
H nan PLATIS]
4.4
7.9
9.0
10.3
10.1
8.4
30
8.8
ifi/2.8
4.6
~6.9
1.7
2.3
6.9
4.2
12.0
11.73
7.8
3.2
7.8
4.8
4.3
3.2
7.5
3.1
7.)
3.1
4.5
3.2
4J
32.9
5
9 - Adi 1990.
5,876
O.OOO
2,000
1,282.3
1.215.2
147.59
1)8.22
831
785
32.30
9007
42.55
42.05
49.36
49.81
311.4
288.3
1
2/6.91
2.28
9/11.89
4.61
9/12.40
4.51
J/6.63
1.26
0/1.90
.22
2A2.63
2.90
14.48
12.82
11.98
9/10.18
8.29
J/l'-39
.21
9/U.98
12.76
254.2
221.8
211. 5
199.2
15.28
10.38
9.47
23.7
16.8
2.06
.14
11.23
8.54
7.14
12.07
10.8)
8.98
16.44
12.54
5.71
43 JO
37.33
34^3
4)^4
3504
32.10
5)09
41.94
41.04
41.35
33.08
29.22
48.44
40.04
37.41
n.o
•.40
1.158
1049
•.27
•.25
•.31
•.29
•1^5
n.72
•O77
•.058
•.594
•.2)0
•.238
•.087
•.198
•.026
•0)8
•.008
•.129
•.028
•.742
•.675
•.4)1
•.485
•.995
•.588
•.004
•.945
•.245
•-527
•.440
•.499
•013
•-J77
•.992
•.957
•.458
•067
•058
•.012
•.229
•o2
1.207
n.o»
•.941
•.735
•1574
•.491
•.454
•.877
n!o2)
•JOl
•.790
•-985
•.954
•004
0.047
81.1
•*)
•80
49
•80
•80
to
54.9
49.2
56.2
49.8
no
49.1
63.9
57.9
oLe
83.2
58.)
47.8
•O.JI
61.8
54.7
42.0
54.9
J9.T
53.2
51.9
54^
49.5
490
870
56.)
540
65.2
49.7
72.4
74.5
54JJ
55.5 J
52.7
55.7
80
•45
4/.07*
8/.U8
.32
.07
.4)
.05
.09
.25
6.41
9.51
4.41
3.75
).77
5.87
2.51
3.43
2.50
53.9
~2O1
2.48
2OO
4^7
1O1
"2.9T
2O9
U88
202
4017
140
8.26
14.3
5.02
248
502
4.95
4.58)
1.29
4/5.66 ,
lt*«T 1
3.84
2.57
O34
.9.
7/198
8/159
557
105
n*
87
1ST
7.470
13,080
5J90
5.700
5^70
3A92
40)0
3.7)0
97.740
0.060
2097
3^20
3^30
5,747
1.904
)/8D
2080
2.795
5.270
17J58
UAH
90.900
4040
9.520
»
"18
40W
7»
552
  -/  DnJaaBo aroi looladao partial  oattaaat trap Xbr O.139 aq. al. and
0.04 aa.-rt. of oodlooat par r—r.
  y  »a fallol la 1993; aarrar aaa. la 1999.
  I/  OOm la opaaltr aao to iHla»l. olaaOol froo oaa.
  V  aaalao.. 7.349 a), al. akno  8aaiao. Daa. Mdob •» aloaM la April 1999.
  If  Par porlol April 199* - AOr  1990.
                                                                                                                                                       I to oortrttoto oufui loiiff la 41 ol.»
-------
                                                                                                                     SUMMARY OF

                                                                                 RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PEB
ACRE-FT)


SPECIFIC
WEIGHT
[DRY)
LB. PER
CU. FT.)

AVG. ANN.
sfTmaTTT
ACCUMULATION
PER SQ. H.
OF NET DH.
AREA FOB
PERIOD SHOWN
AC.-FT. | TONS


AGENCY
SUPPLYING'
DATA

                                                                        MISSOURI BIVEH BASIN (ABOVE BLAIH  TO NEBRASKA CITY) PUTTE RIVER BASIN  (BELOW 110HTO PLATTE) (Continued)
co
o
35-25

35-26

35-27

35-28

35-29

35-30B

35-31

35-32

35-33

35-34

35-35

35-36

35-37«

35-38

35-39

35-40

35-41

35-42

35-43

35-44

35-451)
                                                               Trib. of Dead Horse Creek-    Loup City,  Nebr.-
                                Raslcka Pan Pot
                                 Ingwereon Reservoir Ho. 1	

                                 Ingwraon Reservoir Ho. 2	
                                Ingveraon Reservoir Ho.

                                Krase Reservolr-
                                Logn Reservoir—
Plckrell Reservoir Ho. :

Piekrell Reservoir Ho. :
                                Plekrell Reservoir Ho. :

                                Plekreri Reservoir Ho. j
                                Ross Par» Reservolj
                     35-46b
                                Hole Creek •B--
                                Ifale Creek 'C--
 1.80

  .358

  .27

  .184

  .391

  .211

  .074

  .335

  .80

  .263

~.163

  .417

  .140

  .336

  .102

  .088

  .114

  .100

  .077

  .30

  .188
                                                                                                                       6/-916
1
—

—

—

—

—

—

—

—

—

—

—

	

—

—

—

—

—

—



—

—
—
—
—
__
—
—
	
	
	
	
	
—

—
—
—
—
	
	
	
—
—
—
—
—

—
—
.79

.35*

.26

.180

.383

.209

.073

.331

.779

.257

.158

.U2

.130

.326

.100

.066

.113

.098

.074

.298

.177













.368












.323


Aug
A«g
Aug
Aug
Aug
Aug
_
—
—
—
—
—
—
—
—
—
—
	
—
—
—
—
__
	
—
—
	
—
—
—
—
—
—
—
—
—
	
—
—
—
Jel
Oct
Sepl
Oct
Jan
Dec
Feb
Jan
Jan
Jan
Jan
Jan
Jan
Mar
Aug
Oct
Sep
Oct
Jan
Dec
Feb
Jan
Jan
Jan
Jan
Aug
Jun
Julj
Oct
Sep.
1948
1953
1949
. 1953
1949
1953
1952
1957
1934
1957
1952
1957
1952
1957
1954
1957
1936
1957
1946
1957
1949
1957
1937
1957
1936
1957
1949
1957
1954
1957
1939
1957
1934
1957
1936
1957
1948
1957
1949
1957
1 1954
1956
. 1957
1958
I960
1960
1962
1963
1964
1965
1966
1967
1968
1969
1954
1956
. 1957
1958
1960
1960
1962
1963
1964
1965
1966
1966
! 1969
r 1954
1956
. 1957
_
5
—
4
—
t,
_~
5
—
23
—
5

5
—
3

21
—
11
—
8
_•
20
—
21
	
8
—
3
—
18
—
23

21
—
9
—
8
—
2.33
.92
1.08
1.33
.92
lA-co
.92
1.00
1.00
1.00
1.00
1.00
1.17
—
2.17
.92
1.08
1.33
.92
1/1.08
.92
1.00
1.00
1.00
.58
2.75
__
2.33
.92
  15.6
  13.9
  15.40
  14.39
  30.74
  28.03
  11.78
   9.93
  29.4
  21.1
  12.17
  10.19
    .72
    .19
  18.73
  17.01
  61.5
  11.2
  12.8
   4.33
  14.48
  10.92
  22.09
   7.28
  35.69
  23.98
  35.76
  32.35
   3.18
   2.96
   5.04
   1.40
   2.30
   1.60
   7.63
   4.38
   8.12
   6.71
  12.7
   4.12
  43.9
  42.0
  40.2
  39.6
  38.9
  36.5
  36.0
  34.7
3/35.54
  34.45
  31.97
  32.81
  30.88
  31.37
  55.3
  52.6
  51.8
  50.3
  47.6
  47.1
  45.1
  43.5
  44.6
  42.7
  36.5
  39.89
  40.069
  76.2
  73.8
  69.1
                                                                                                                                                    •.163
                                                                                                                                                    •.145
                                                                                                                                                    •.811
                                                                                                                                                    •.757
                                                                                                                                                   •2.135
                                                                                                                                                   •1.947
                                                                                                                                                             •1.109
                                                                                                                                                             •1.061
                                                                                                                                                             •1.015
                                                                                                                                                             •1.000
                                                                                                                                                               .982
                                                                                                                                                               .922
                                                                                                                                                               .909
                                                                                                                                                               .876
                                                                                                                                                               .897
                                                                                                                                                               .870
                                                                                                                                                               .807
                                                                                                                                                               .828
                                                                                                                                                               .780
                                                                                                                                                               .792
                                                                                                                                                               .684
                                                                                                                                                               .651
                                                                                                                                                               .641
                                                                                                                                                               .623
                                                                                                                                                               .589
                                                                                                                                                               .583
                                                                                                                                                               .558
                                                                                                                                                               .538
                                                                                                                                                               .552
                                                                                                                                                               .528
                                                                                                                                                               .452
                                                                                                                                                               .494
                                                                                                                                                               .50
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
•65
-73.4
73.4
72.3
58.7
60.3
2/60.3
69.5
2/60.3
2/60.3
2/60.3
2/60.3
2/60.3
.5/75.5
72.6
69.5
59.2
67.2
55-3
2/55.3
62.1
51.8
51.8
.20
.71
2.62
2.01
.921
1.89
1.43
1.71
2.99
2.93
2.72
1.77
4.29
1.27
.725
2.31
.272
1.55
2.04
3.57
4.63
11.40
3.11
2.99
14.50
2.99
7.85
A/-4.66
6. 2O
13.99
V-6.22
10.91
V-2.372
3.31
2.55
3.64
5.52
1.55
5.11
4.73
A/-2.88
4.92
51.8 16.91
51.8 V-15.704
Vn.64
53.9
66.1
A/-.298
3.28
15.50
283
1,005
3,709
2,846
1,304
2,676
2,024
2,421
4,233
4,148
3,851
2,506
6,073
1,798
1,026
3,270
385
2,194
2,888
5,054
7,400
18,20O
4,900
3,800
19,000
3,940
11,880
P,14O
18,370
14,328
5,200
3,900
4,700
8,100
1.900
6,150
6,400
—
5,550
19,080
—
3,900
22,300
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
-------
                                    HD?.O Creek "P"—
CO
35-50

35-51

35-52

35-53

35-54




36-1

36-2a



36-3


36-4

36-5

36-6
                         36-8
                                    ftilea K&llAce Pond-
                                    Cnjle mil or I
                                    Kenneth Sodth 1
                                    '•ajne Bartleff F
                                    Oak-Kiddle Creek Uatertftted
                                      Site 67-A
                                    Split Rock-
                                    Panwra* Ditch Old
                                      Desilttn; Baain
                                    Misters Upper Reservoii
                                    Nepper Ifcln—


**

ita




*~ "do r°





	 do 	 —
do

rto
do
j

do
do
do
j
do


-do
^

7~


do


d
d
j
North PI

RIV
Trib. of Big Sioux River-
do
do

Fanaers* Ditch 	
Trib. of Clay Creek 	
	 do 	
IhmaiKd
'" do
do




In
'
ao

rf



rto

do
do
	 dc 	
J rti'S
" ^
°
°
°
°
°
	 do 	 -
	 do- 	
zzz£zzzzzzzz z



zzzHzEzzzz: z

j
Cozad, Nebr 	 .81

0
do ./.;
H
no 1 . 1 J
Dwight, Nebr. 	 .89
ER BASIN (NIOBRARA TO ABOVE BLAIR) JAKES
Hashta, Iowa 	 .593
Bronson, Io«a 	 22.9
Mayfield, S. Dak. 	 .408
Volin, S. Dak. 	 2.46
° I
pi own, ow
°
d°
rt


rt

j
do ,(j/5
	 do— 	

Dec. 1960
— Feb. 1962
— Jan. 1963
— Jan. 1965
.050 Oct. 1955

Sept. 1958

Feb. 1962
- Jan. 1963
— Jan. 1964
- Jan. 1965
- Jan. 1966
— Jan. 1967
— Jan. 1968
— Feb. 1969
.796 Oct. 1955
— Oct. 1956
— Sept. 1957
- Sept. 1958
— Dec. 1960
— Feb. 1962
- Jan. 1963
— Jan. 1964
— Jan. 1966
.81 — 1939
— Sept. 1964
.94 — 1948
.49 — 1940
— Oct. 1964
1.13 — 1940
.89 Jan. 1958
Dec. 1964
AND BIG SIOUX RIVER BAS
41.1 July 1938
— June 1949
.572 Dec. 1940
Mar. 1949
- Feb. 1953
21.4 Apr. 1941
— Feb. 1945
.407 July 1947
- July 1953
2.45 July 1951
— July 1953
.169 Dec. 1949

Apr. 1952
.186 Mar. 1949
— July 1950
July 1951
»ov. 1952
.069 Mar. 1949
— Aug. 1951
1.33
.92
1/1.00
.92
1.00
1.00
4.17
1.08
.83
1.00
1.33
.92
1.17
.92
1.00
1.00
1.00
1.0
1.0
1.08
1.00
.92
1.00
1.33
.92
1.17
.92
1.00
1.00
1.00
1.08
25
16
24
24
7
INS
10.9
8.3
1.5
2.4
3.8
6
2
.79
.87
.73
.60
1.37
1.01
1.31
1.42
.98
67.8
66.9
64.9
64.1
61.6
63.59
59.88
57.58
19.4
18.6
17.7
17.6
17.1
16.3
16.1
15.4
—
14.7
13.7
H.361
13.793
13.751
103
100
97.4
97.2
94.6
93.2
90.8
88.7
—
86.0
80.5
73.867
2/1.61
.72
16.18
13.06
5.97
4.99
15.7
12.7
175.7
__
-_
—
	
—
—
__
—
•1.470
•1.409
•1.341
•1.333
•1.295
•1.235
•1.220
•1.167
—
«1.114
•1.038
1.088
1.045
1.042
•.595
•.578
•-563
•.562
•-547
•.539
•.525
•.513

•.497
•.465
.423
—
—
	
_
—
—
—
—
—
59.8
61.9
55.2
2/55.2
58.0
57.8
65.44
.5/65.44
—
77.2
57.8
72.8
44.5
56.5
2/56.5
60.3
56.0
54.3
54.3
54.3
54.3
i/69.5
	
66.4
64.4
64.8
55.6
55.7
2/55.7
59.4
51.1
49.9
49.9
i/66.29
— '
104
__
70
—
95
—
95
—
3.90
1.98
6.69
2.60
8.42
4/-6.19
11.49
1.71
—
13.30
17.90
1.50
5.83
15.30
2.67
12.17
0
11.43
17.32
4/-7.767
9.467
.65
—
4.17
3.98
.40
2.39
1.93
2.61
4.21
4/-2.TO
5.46
6.86
1.055
—
.05
—
.21
—
.08
—
.11
—
5,100
2,700
8,000
3,120
10,640
—
1.048
112
—
22,400
22,500
2,400
5,600
18,9OO
3,300
16,000
0
13,500
20,500
—
11,196
30,756
—
6,000
5,600
600
2,900
2,300
3.200
5,400

5.900
7,500
13,419
—
113
	
320
	
166
—
228
—








scs













SOS











scs

scs

scs

scs

scs
                                            899.0
                                            692.1
                                             78.0
                                             70.7
                                             69.1
                                             67.7
                                          8/674

                                            275
                                              4.09
                                              3.37
                                             25:19
                                             20.10
                                             37.95
                                           2/3B.20
                                             35.25
                                             34.80
                                             34.80
                                             38.1
                                             37.8
                                             34.4
                                             34.4
                                              8.45
                                              8.45
                                              7.88
                                              7.88
'.314
1.242
i.394
'.347
'.335
•.326
'.178

'.073
'.157
'.129
'.160
'.128
'.949
 .955
 .881
 .870
 .870
 .866
 .859
 .782
 .782
 .497
 .497
 .464
 .464
                                                                                                                                                                                                       46.9      1.54
                                                                                                                                                                                                      •57.8      1.82
                                                                                                                                                                                                       57.8       .98
                                                                                                                                                                              •77.7
                                                                                                                                                                              •77.7
                                                                                                                                                                               77.7

                                                                                                                                                                              •76.1
                                                                                                                                                                              •76.1
                                                                                                                                                                               76.1

                                                                                                                                                                              •72.7
                                                                                                                                                                              •72.7
                                                                                                                                                                               72.7
                                                                                                                                                                                                                20.1
                                                                                                                                                                                                                 3.67
                                                                                                                                                                                                                1-25
                                                                                                                                                                                                                17.%
                                                                                                                                                                                                                 0
                                                                                                                                                                                                                 8.41
                                                                                                                                                                                                                 0
                                                                                                                                                                                                                          8,064
 1,580
 2,300
 1,240
                                                                                                                                                                                                                          7,300

                                                                                                                                                                                                                            411

                                                                                                                                                                                                                          1.246
34,015
 6,211
 2,070
29,768
13,319
                           I/ Adjusted to correct preri*)U8 years error.
                           2/ Based on Dece>ber 1960 saxple.

                           4/ l&ma (-)  Ijidleates scour or compaction, (treated as negative sedljaent).
                           S/ Xel01t dsterMned by cawm probe.
6/  Includes upstream structures.
    Water supply pool capacity.  Reservoir capacity is greater at BplllMay crest .lev]
    Conservation pool capacity.  Flood pool capacity is 1,952 ac.-ft.
    Increase in capacity in 1950 was due to settlement of dam.
    Estimated or assiuwd.
                                                                                                               n
                                                                                                          7/  Wa
                                                                                                          fj  Co
                                                                                                                                                                                                                                    SCS

                                                                                                                                                                                                                                    SCS
           SCS

           SCS

           SCS
                                                                                                                                                                                                                            •—     scs
-------
                                                                                                                 SUMMARY OF

                                                                              RESERVOIR SEDIMENTATION SURVEYS HADE D) THE UNITED STATES THROUGH  1970

DATA
SHEET
NUMBER




RLSERVMR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET


DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE .
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.
INFLOW
(ACBE-FT.
PEB


SPECIFIC
IEIGHT
DRY)
LRPER
CU. FT.)


AVG. ANN.
vmnn
ACCUMULATION
PEBSQ. m.
OFNETDB.
AREA FOB
PEHIODSBOVK

AC.-FT. | TOMS

AGENCY
SUPPLYING
DATA


co
IN3
36-12.
36-13

16-Ub



36-15

36-16

36-17

34-U

36-19

36-20

36-2U


36-22
37-le

37-2

37-3


37-4


37-5


37-6


37-7


37-8


T7-9
                                                                              Bins BASD (emm.et TO ABOVE BLAIX) JAKES AH) BIG SIOUI BITEB BASUIS (Continued)
                              Theobold Ifcln
                              Theobold Uterel C.
                              Theobold Uterel D.
                              Uke NUchell
           Uke Verelllloi
              —*>-
                              Veredlllon efcterehed to.  <

                              VerelllioB Heterehed to.  1
                              Scott Creek Hi
                              Elldne Stock Pond to. 1-

                              Klttjt. Stock Pond to. 2-
                              Und Dtlllutlon Project
                                to. 226-1.
                              Und Otilltetlon Project
                                Ho. 226-2.
                               Und Dtillutloa Project
                                to. 226-4.
                               Und Dtillutlon Project
                                •o. 226-6.
                               Und Otlliution Project
                                •o. 226-13.
                               Und Dtlllutlon Project
                                •o. 226-21.
                               Und Dtlllutlon Project
                                •o. 226-22.

rtn



_ito



^_
_rto





rtn
-f


rrm^



Trtb. of VefrteUlioo— — —
Iln
l.
Trlb. of Okabma Crwk 	



_
°° jj.*"^

Dr. uf^ II •..•!! DM*
-------
7
w
CO
17-10


37-11


37-12


37-11


37-14


37-15


37-16


37-11


37-lft


17-19


37-»


37-21

37-22

37-23

37-24»

37-25
                        W-l

                        38-2

                        38-3.
                       3«-5

                       38-6
                       38-9


                          I/
Mo. 226-25.
Land Utilisation Project
Ho. 226-31.
Land Utilization Project
Mo. 726-32.
Land Utilization Project
Mo. 226-34.
Land UtUlratlon Project
Mo. ?26-35.
Land Utilization Project
Ho. 241-1.
Land Utilisation Project
Mo. 241-2.
Land Utilisation Project
Ho. 24 V5.
Land Utilization Project
So. 243-6.
Land UtlMsatlon Project
Mo. 3&3-10.
Land Utilisation Project
Ho. 243-11.
Harris Reservoir Morth 	 	 	
Harris Reservoir Sooth 	
Johnson Reservoir 	
Ljh D°
Qn



*"
a o oc Fo






rtn
Angostura Reservoir 	 •



°
.

St rl Watarahad Ho
ur^a «run*O »o.

do


St T-B-l fat shed No
rtn 01"
A



Cnnran°Lak
.



do

0





Umaa*d Stream
(interior drainage)
Trib. of Missouri River 	
Trlb. of Bad River 	
Trib. of Missouri Blver 	






rin

Trlb. of Chotean Creek 	
Trlb. of Missouri River 	
Trib. of L. Cheveroe Elver
i itti Oi r *^
« j in* i
Trlb. of Pourvile Cr*«k 	











do




do










=2= ".225
d (.77



	 * 	 .503
do IfW



	 dc 	 .072
	 to 	 .117
°

	 do 	 .33,
Gordon, Hebr. 	 .577

OO 11. ^


„ „ ^^ ^
^'*ll*rto ~

oO 1U. J
.220
.472
1.2O9
.502
.106
.111
.070
.116
.532
.338
.573
11.85
.849
2.89
10.3
MISSOURI RIVER BASIN (ABRIDGE TO ABOVE P!
Cheyenne and Belle Fourche River Basil
Gettysburg, S. Oak. 	 .191 .188

da "
VI S Dtak flit
rf" " ^"^"


Suit* S Dak 1 27
^1^ rto' " ^*^"
rt
Hot Springs, S. Dak.— 9,100


rt

rto
,,„

~°

do
do.
~°
oo .277
rt
	 to 	
™*
Hapld Cltj, S. Dak. 	 385
.606
.054


1.27
9,093
.339
.139


.297
-

1/66.35
July
tor.
Julj
Mar.
July
June
July
"«J
July
HOT.
July
HOY.
July
Hoi.
July
NOT.
July
June
July
July
July
"«y
NOT.
*y
NOT.
HOT.
NOT.
Oct.
July
July
[EBRE)
is
June
June
HOT.
Oct.
Dec.
Apr.
IOT.
June
June
Oct.
S^t.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
O.tt.
Seot.
1945
1937
1945
1937
1945
1937
1945
1938
1945
1937
1945
1937
1945
1937
1945
1937
1945
1938
1945
1938
1945
1947
1956
1947
1956
1946
1956
1937
1955
1937
1965
1912
1937
1908
1937
1956
1958
1962
1967
1951
1961
1969
1949
1965
1965
1966
1967
1968
1969
1970
1965
1966
1967
1968
1969
1970
1965
1966
1967
1968
1969
1970
1933
7.7
6.3
8.3
8.1
7.2
7.7
7.7
7.7
7.7
7.1
7.0
9.5
9.5
10.3
17.9
26
25.0
29.0
1.9
4.2
4.3
9.6
8.0
16
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0

  8.4
 13.9

 12.3
 14.1

 12.1
 U.3

 4O.6
 18.4

 16.1
  2.7

  2.0
  5.2

  3.0
  2.6

  2.2
  3.2

  2.8
  3.7

  2.9
  4.5

  3.9
  7.3
  5.57
 18.64
 15.77
 16.25
 12.39
260.73
230.95
231.0
200.32
                                                                                                                                                      2.56
                                                                                                                                                      1.85
                                                                                                                                                      4.30
                                                                                                                                                      2.80
                                                                                                                                                      5.60
                                                                                                                                                      5.14
                                                                                                                                                      4.51
                                                                                                                                                      4.36
                                                                                                                                                    350.9
                                                                                                                                                    334
                                                                                                                                                    315.3
                                                                                                                                                159,919
                                                                                                                                                138,761
.352
.312
.840
.728
             1.42
             1.30
             1.14
             1.11
            10.35
             9.85
             9.3
              .866
              .752
 .799


 .859


 .508


 .143


 .631


 .mi


2.206


 .700


 .474


 .222


 .266

 .315

 .025

 .435

 .578

 .107
           .16

           .08

          4.48
          2.78
           .65
                                                                                                                                                                                                                                scs

                                                                                                                                                                                                                                scs

                                                                                                                                                                                                                                scs

                                                                                                                                                                                                                                scs
                                                                                                                                                    300.77
                                                                                                                                                    221.75
              .011
              .008
•70

•70

•70

•60

 50
           58.1

           53.6

           70
           70
           70

           84
           84

           56.4
           92.2  2/—
           92.2  2/—
           92.2  2/—
           92.2  2/_
           92.2  2/-

           92.2  2/—
           92.2       .001
           92.2  2/—
           92.2  2/—
           92.2       .034

           92.2  2/_
           92.2  2/—
           92.2  Tj—
           92.2  2/—
           92.2       .001

           65      4/.O32
                                                                                                                                                                                                                                as
                                                                                                                                                                                                                                as
                                                     as
                                                     scs
                                                     us
480

 38

663

756

115
           202

           .93-4

         6,708
         4,158
           967

         2,525
         3,367
                     173
                      —     re
                        .019
                        .687
                        .044
                        .252
                        .495
                      —     re
                        .05
                     .2.248
                        .04
                        .036
                       8.705
                      —     re
                        .106
                        .404
                        .034
                        .022
                       2.438
                      —     SCS
                   4/50
                              837 sc.-ft. of storage  crealeii by drcdi*lng.
                              Less than .001.   "aterla1  removed from Heir Pond facility periodically.
                              Paotola Reservoir controls about 32O sq. al.
                                                                                                             9.9 ac.-ft. sedlonnt, remo»ed in
                                                                                                             Estimated or assuned.
                                                                                                                                                                     1956, not Included.
-------
                                                                                                            SUMMARY OF

                                                                         RESERVOIR SEDIMENTATION SURVEYS HADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVa ANN.
INFLOW
(ACRE-FT.
PEB


SPECIFIC
IEICHT
PRY)
LB. PER
CU. FT.)

AVG. ANN
SHMMENT
ACCUMULATION
PEHSQ. 10.
OF NET DB.
AREA FOB
P-.KIOD SHOWN
AC.-FT. | TONS


AGHICV
SUPPLYING
DATA

                                                                                          MISSOURI RIVER BASIN (HDBRIDGE TO ABOVE PIERRE)
                                                                                        Chavenn* and  Belle Fourche River Baaina (Continued)
                        Barrel Detention I
CO
39-1

39-2.

39-3

39-1,

39-5

39-6

39-7

39-«
             40-1

             tO-2
41-1

41-2>

41-3
                                                                      He. Caatle. Wy	

                                                                      Kev Undervood, S.  Dak.
                                                                                       6.15

                                                                                       2.97
                            4.83

                            2.94
Hug-  1968    —
Deo.  1970     2.25
—    1935    —
Aug.  1970    35
            454.6
            438.4
            138.5
            120.2
                        Hiddemnod Lak«-
                                                       Hlddenmod Creak-
                                                                                           MISSOURI RIVER BASIN (WILLISTON TO MOBRIOGE)
                                                                                 Moreau, Grand, Cannonball, Heart, and Little Missouri River Basins

                                                                                   Flasher, N. Dak.-

                                                                                   Selby, S. Dak.—
                        •anblach Bcaervoir
                                                       Tr'b. of Morea
                                                       Trib. of Crand-
                                                       	do	
                        Cole Rcservolr-
                                                       Trlb. of Missouri Rlv.
                        Battle Creek Detention
                                                                                   Hensler, N. Dak.-

                                                                                   Hulett, «y.	
                                                                                             KISSOUEI HIVEH BASIN (ZORTHAN ID WILLISTON)
                                                                                                 Milk and Husnlghell River Baaina
54

37-

—
—
—
—
June 1938
Sept. 1948
Oct. 1937
June 1950
Sept. 1952
June 1954
May 1958
June 1961
- 4,796
10.3 4,616
— 19,557,492
12.67 19,233,686
2.25 19,186,698
1.75 19,164,369
3.92 19,162,468
3.08 19,138, 511
                                                       Trib.  of Fbndera Creek-
                                                                                    Conrad, Mont.—
Iropp-
MISSOURI  RIVER BASIN (ABOVE ZORTHAN)

                 .156         .156

                 .625         .625

               2.96         2.96
                                                                                                  LWER TELLWSTOKE RIVER BASIN
                                                                                                  Tongue and  Powder River Basina
—    1916
Oct.  1955
      1900
Oct.  1955
      1915
Oct.  1955
39

55

40
                                                                                                                                                                9.27
                                                                                                                                                                8.44
                                                                                                                                                                4.70
                                                                                                                                                                3.84
                                                                                                                                                               66.13
                                                                                                                                                               51. 71
                                                       Sandstone Cr<
42-2

42-3
            Tongue Hl»
                                          Tongue E!T«
                                          DryCr.
Baker, Mont. 	
Decker, Mont 	
flo 	 	 __
KUes City, Mont. 	
5.20
1,740
6.92
5.01
1,734.5
6.92
May
May
May
July
Hay
Oct.
1908
1937
1955
1970
1939
1948
1941
i960
29.1
18.0
15.2
9.42
28
756
502
393
235
72,510
69,439
300
222
                                                                                                                                                                         *f.?
                                                                                                                                                                         •6.7
1.17
_
31.8
—
2.20
	
3.56

.493
—
4.66
—
1.78
—
18.44
—
1.17

27.2
—
1.97
__
2.56

.493

2.21
—
1.76
—
18.44

	
Aug.
K«y
Sept.
Aug.
Aug.
Aug.
Aug.
Aug.
Aug.
Aug.
»««.
Apr.
Dot.
Nor.
Sept.
1935
1956
1926
1959
1924
1964
1949
1964
1951
1964
1937
1964
1950
1964
1967
1970
	
21
	
33.3
	
40

15

13
—
27
—
14.5

2.83
1.06
.864
1/207.78
165.70
389.80
380.75
62.00
56.15
35.96
33.96
161.1
144.01
171.5
167.0
620.1
614.7
•.021
•.017
.549
.438
—
—
—
—
3.182
3.005
—
—
•3.618
•3.523
'.63
•.62
                                                                                                                                                                           3.40
                                                                                                                                                                           2.26
                                                                                                                                                                           1.77
                                                                                                                                                                           1.06
                                                                                                                                                                            .248
                                                                                                                                                                            .237
                                                                                                                                                                           4.05
                                                                                                                                                                           3.0
 86

•60
                                                                                                                                                             •35

                                                                                                                                                              55

                                                                                                                                                             •60

                                                                                                                                                             •60

                                                                                                                                                             •60

                                                                                                                                                             •60
                                                                                                                                                                        •32

                                                                                                                                                                         56.7
                                                                                                                                                                         57.4
                                                                                                                                                                         57.9
                                                                                                                                                                         58.8
                                                                                                                                                                         59.4
•60

•60

•60
                                                                                                                                                              39
                                                                                                                                                              45
                                                                                                                                                              40

                                                                                                                                                              70.5
                                                                                                                                                                                               1.49

                                                                                                                                                                                                .177
          —     SCS
        2,799
          —     SCS
          231

.00797

.047

.12

.15

.30

.29

'.176

• 	
6.O7
	
56
—
156.8
	
196
—
392
—
379
	
2/,!31.5

SCS

SCS

SCS

scs

scs

scs

scs

scs
                                                                                                                                                                                                .65
                                                                                                                                                                                                .53
                                                                                                                                                                                                .33
                                                                                                                                                                                                .013
                                                                                                                                                                                                .22
.136

.025

.122
                                                                                                                                                                                  1.74
                                                                                                                                                                                  1.21
                                                                                                                                                                                  2.08
                                                                                                                                                                                  —     SCS
                                                                                                                                                                                 224

                                                                                                                                                                                 803
                                                                                                                                                                                 724
                                                                                                                                                                                 471
                                                                                                                                                                                  75
                                                                                                                                                                                 338
 —     SCS
183
 —     SCS
 33
 —     scs
166
                                                                                                           —    scs
                                                                                                        1.478
                                                                                                        1.553
                                                                                                        1.288
                                                                                                           —    BE
                                                                                                          288.7
                                                                                                           —    SCS
                                                                                                           614
-------
                                                                                             UPPBB IELUMSTOHE BHIB BASIN
w
C71
43-2
43-3
43-4
43-5
43-6
43-7
44-la
44-2
44-3
44-4
44-5
44-6
44-7
44-*
44-9
44-10
44-11
44-12
I/
|
period,


ft


do
Pi-a IW*




rln

rtn



rln


dn








•1-






. _
•*






_. - . .

Six Kile Creek Ho.


Six Mile Creek Mo.

.
Six Kile Creek Mo.







_
0 	

























J ck and J C *i**k
.













j. 3Ha,»*r^ o
.





23 	 Trlb. of Hurricane Creek —

j_











do















ABKAHSAS RIVER BASIS (VAN


Booneville, Ark. 	

' do


Brmn fin
' *






Ch» 1 ntfin Ark
' *
Ik 111 1 »r
ovU-Lo, Ark.




j

Peter Fender. Ark. 	
j
.
Conservation pool capacity. Reservoir haa greater capacity at splllwj.y crest elevation.
Includes 0.03 ae.-ft. above crest deposits.
1937-1955-39,097 eq. ed.; 1956-1961-3A.692 aq. •!.
Suspended - load inflow was 606 ac.-ft.; oupsended - load outflow was 200 ac.-ft. during
. Deposits too saall to sjeasure by range survey.

.942


27.4

.81




.38



5.24


7,700
BUHEH TO LITTI
4.16
2.60
65
15.2
4,610
680
1,806
10.90
1.03
5.38

1.90


4.16


.918


27.4

.81




.38



5.20


7,670
£ ROCK) U
4.11
2.57
64
15
4,606
652
1,772
10.66
.93
5.26


1.81


3.91

i/ Sedlnant
over a large ar«
6/ Both aedl
2/ Sedlsmt
• Eatlnatet


Oct. 1954
Oct. 1955
Oct. 1958
Oct. 1961
Oct. 1954
Oct. 1958
Nov. 1960
June 1949
Nov. 1949
Hay 1952
Oct. 1955
Oct. 1957
Oct. 1960
July 1948
Nov. 1949
Hay 1952
Oct. 1955
Oct: 1957
Oct: 1960
Oct. 1954
Oct. 1955
Oct. 1958
Oct. 1961
Oct. 1951
Aug. 1964
IITE BIVEB BAS
June 1935
Nov. 1935
Nov. 1946
Har. 1929
Nov. 1935
Feb. 1936
Apr. 1940
Sept. 1937
Hay 1940
Mar. 1913
Aug. 1935
May 1942
Apr. 1950
June 1943
May 1950
May 1938
Dec. 1953
Apr. 1937
DM. 1953
Oct. 1954
July 1961
Oct. 1954
July 1961
Dec. 1954
July 1961
Dec. 1954
July 1961
July 1955
July 1961
July 1955
July 1961
Inflow voluBa
la In deposits
iaent and flooc
pool only.
1 or aasunod.
31.7
17.0
1
3
3
4
2
.42
2.54
3.42
2.00
3.00
1.25
2.54
3.42
2.00
3.00
1
3
3
12.8
I*
0.4
11.0
6.75
4.2
2.7
22.4
7.9
6.9 i/
15.5
16.66
6.67
6.67
6.63
6.63
6.00
6.00
waa eosjpi
too thin
1 pools.
439,851
421,333
99.2
98.1
96.0
93.2
90.2
87.7
83.3
12.30
11.73
11.01
10.83
10.61
10.58
3.13
2.94
2.54
2.62
2.59
2.47
193.4
191.3
176.1
154.5
819,132
802,004
494
490
581
289
282
•13.810
13.727
629
602
43,980
23,714
336,000
4/336,000
1,560,500
1,560,500
2,206
2.141
325
264
6/1,613.93
1/1.608 .15
7/509.52
7/22ll96
7/215.77
7/75i92
J/70.64
ited to be 2,351
tc be Measured
.474
.455
3.906
3.862
3.780
3.669
1.797
1.747
1.659
4.241
4.045
3.797
3.734
3.659
3.648
3.817
3.585
3.O98
3.195
3.159
3.012
1.O98
1.086
1.000
.877
.625
.612
.130
.127






.532
.532
1.138
1.138
•.298
•.290
•.455
•.370
.469
.467
.090
.087
.-OS
./03
.183
.177
.372
.369
.029
.027
> ac.-ft. ; such
accurately by











— .35 —





— 0 —
— .11 —




83 .17 307

— .20 —



66

196

U

,t
**




A/ 17
Sf- /
7/ 2i



7/ 51
•*' "


2/.Z3
of this probably settled out
echo xmndere.
GS
GS
OS
GS
GS
Ba-
SCS
SCS
scs
scs
scs
-------
                                                                                                   SUMMARY OF

                                                                     RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970
W
O5


DATA
SHEET
NUMBER





RESERVOIR


,



STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG ANN.

(ACHE-FT.
PER



SPECIFIC
WEIGHT
[DRY)
LB. PER
CU. FT.)


AVG ANN
SEDIMENT
ACCUMULATION
PER SQ. MI.
OF NET DB.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                        ARKANSAS RIVER BASIN (VAN BUSES 10 LITTLE ROCK) WHITE RIVER BASIN (Continued)
44-13
44-14
45-1
45-2
45-3
45-4b
45-5
45-6
45-7a
45-8
45-9
45-10
45-11
45-12
45-13
45-15
45-16
45-17
45-18
45-19
45-20
45-21
45-22
45-23
45-24
45-25
45-26


Six Mile Creek Site No. 6 	
H°
Wil ton 	
	 'to 	 — 	
Lake Sapuipa 	




Lake KcAlester 	
nVm 1
LA1L6 OkhulgOO
IV
__<_ 	
Taft Lake 	 —
Hiwaaaee Lake 	
Lake Carleton 	
Holdenville City Lake- 	 	
Pretty Water Lake 	
Greenleaf Lake 	 —
Kirk Lake 	 — —
Lowell 	 —
Neosho County State Lake
(Lake HcKinley).
Lake Clarenore 	 • 	
Lake Spavina* 	 • —
Kennamer Lake
	 do— 	 	 	
State Pish Hatchery Lake 	
Lake Scarbow 	
Wewoka Lake 	 -_— _
- - . do
Wetunfca City Lake 	 	 —
	 do 	
Beroy 	

rt°
Six Mile Creek 	
d°
Trib. of Illinois River 	
Wilaon Creek 	
	 do— 	
rtn
Peaceable Creek 	
do
Bull Creek 	


— * 	

Trib. of Deep Fk. Creek 	
Fourche Haline Creek 	
(•
"""do -'roch
Pretty Water Creek 	
	 do 	
Big Greenleaf Creek 	
Unnaned 	
Sprg. R. & Shoal Creek 	
Snail Trib. of Neosho River
Dog Creek 	
Spavinaw Creek 	
Trib. of Pryors Creek 	
	 do 	
Happy Creek 	 	 	
	 do-— 	

Coon Cr. or Spring Cr. 	
Salt Creek 	
	 do 	
Big Caney River 	
	 do- 	

d
Chismrllle, Ark. 	



4.14 4.07
ARKANSAS RIVER BASIN (TULSA TO VAN BUI
Grand, Verdigris, and Lower Canadian River
Fayettevllle, Ark. 	 	 4.06 3.92
	 do 	 2.35 2. 30
Sapuipa, Okla. 	
°
HcAleater, Okla. 	
j
Olomilgee, Okla. 	


	 do 	
Tan, Okla. 	
	 rto 	
Arcadia, Okla 	
Hilburton, Okla. 	
^
rto *
Sapuipa, Okla 	
Huakogee, Okla. 	
	 -10 	
lola, Sana. 	
Baxter Springs, Kana.-
	 do 	
Clarenore, Okla. 	

Chelsea, Okla. 	
	 do 	
	 do 	
Pryor, Okla. 	
	 do 	
Wewka, Okla. 	
°

Wetunfca, Okla. 	
Cedar Vale, Kans 	
8.72

20.9

30.7
40.1
21.2
2.3
4.58
19.8
8.95
2.43
81.25
2.41
2,210.0
3.38
56.44
400.0
.28
1.21
3.07
16.27
4.15
.16
8.57

19.9
28.2
39.2
18.9
2.2
4.29
19.7
8.30
2.40
79.84
2.36
2,208.6
3.24
55.70
397.2
.27
1.20
3.04
15.72

3.88
.16
Oct. 1965
Apr. 1968
Oct. 1954
May 1964
Oct. 1970
SEN)
Baslna
July 1937
Aug. 1947
Oct. 1930
June 1940
1913
Dec. 1935
Dec. 1946
May 1943
July 1952
Apr. 1963
1919
Sept. 1941
1928
Apr. 1950
Aug. 19372/
Dec. 1947V
Mar. 1957
— 1937
Sept. 1947
— 1936
Apr. 1950
— 1933
July 1947
June 1931
Apr. 1950
Mar. 1936
Dec. 1946
Mar. 1937
Nov. 1941
— 1897
Sept. 1939
M»r. 1905
Aug. 1939
July 1927
Aug. 1939
May 1931
Oct. 1939
Apr. 1924
— 1923
— 1939
— 1934
— 1939
— 1931
— 1939
July 1925
Apr. 1945
Feb. 1954
Jan. 1931
Feb. 1954
Mar. 1953
Sept. 1960
Jan. 1938
Sept. 1960
1.08
2.50
9.58
6.42
10.1
9.75
22.5
11.0
9.2
10.75
22
22
12.3
9.2
10
14
14
18.8
10.75
4.7
42
12.1
8.4
16
5
8
19.6
8.0
23.2
7.5
22.7
452,600
443,500
1,304.03
1,275.62
1,253.26
1,260
1,249
522
517
1,094
911
842
4,995
4,660
4,525
18,397
17,509
10,355
9,896
3/22,600
24,468
1/23,816
23,429
i/22,327
580
574
2,341
2,158
6/570
5U
9,844
9,030
344
322
13,005
12,828
111
69
10,404
7,580
680
651
4,258
3,909
31,686
30,509
28
26.5
34.0
32.9
123
111.9
2/4,961
4,489
4,357
2,076
1,898
20.9
20.2
22.8
21.2
2/.0532
2/.0540
.446
.436
.429
~
.640
.597
.580
-

-
—

_
-
-

1.028
.930
.903
1.341
1.226
-
•80
80
68.8
76.1

54.2
-
94.72
94.72
-

	

48.10
«60
•60
51.17
—

_
-
55
60
0.626
.321
.73
.86
.278
.23
.949
.732
1.83
.63
1.43
.532
2.8
2.7
.29
3.05
.21
5.22
.85
.47
.43
.74
.749
.269
.35
.18
.46
1.51
8/1.05
1.98
.28
.44
1,090
560
— SCS
1,093
1,425
— SCS
— SCS
— SCS
— SCS
2,160
743
— SCS
— SCS
Z SCS
5,776
5,339

— SCS
— SCS
— SCS
SCS
— SCS
— SCS
450
— SCS
— SCS
967
— SCS
835
— SCS
— SCS
— SCS
— SCS
SCS
— SCS
335
— SCS
574
-------
CO
-q
45-28a
45-29
45-30
45-31
45-32
45-33
45-34
45-35
45-36.
45-37
45-38
45-39
45-40
45-41
45-42
45-43
45-44
45-45
45-46
45-47
45-48
45-49
45-50
45-51
45-52
45-53
45-54
45-55
46-lb

_ ^
° rtn








Pond
'^rto*^ '
_t
"taato


Double Creek Site Bo. 5 —
rtn


mj-d C1t T «lr
ovnrd <-lty Late
HeTburn Reaei'Tulr
+
	 do- 	
aulfl Lako



Hound Valley Experimental
C
ronor
_ tt

Flirt h
lotcner
™*
rond




"i



Knritt P
nontt rond
Big Wewoka Site No. 36—-
r°
lai» C™2* lt* ™°- "
Big Wewoka Site No. 17 	

rort Supply Lako
do
d
— -



-aniry or




BLa Can Bl
dn^ Tor



<^dn HiTCr





imn Back C ok
^Ear* °


	 Polecat Ore* 	

Canadian



Sta. Trib. of Pumpkin Creak 	




0
rio

no
do
Duck (V ok
^"^ °


j


do




Can P
^Ln" no
	 Big He»ka 	

d °
rta
do
iiBiMim, umiiB.
Sedan Kan
'^do^U1 "




Dunla Kan
	 do 	
°1^' ^U1D"
linrto Kan
IT 1 ff* ,, n*.
Cedarvale. Kans. 	
h nvi
'
___ nLj.




rd ffnn
T"!ta Bnt"
tiarhurn Okl
* U^U* ^t^'
tn Kon
Wiitefield, Okla. 	
Burlington. Kana. 	 ^~
Hound Valley, Kans. 	


Pur It




no
d
Cit Kan
^^ rf "'"
La Fontaine. Kans. 	
j
rt
tflmrto Kan
"^do*
Burlington, Kans. 	
Holdenvllle, Okla. 	
OVnn 1 OH
OluuulsDi, Ukla.
Wevoka, Okla. 	
ARKANSAS RIVER
Kiddle Canadian. Lower
Aci^' ^^~
A
do
•
2.25
.25
.194
15.9
.2
.345
.49
732
2.39

7.65
10.16
123
730
47,522
.19
.42
.22
.23
.20
.38
1.75
.13
.23
.41
.25
2.26
8.96
2.16
• ; all values based on present elevation.
8/  Dan broke Apr. 1945; rebuilt Mar. 1946; thia period not included.
2/  Includes 0.03 ac.-ft. above crest deposits.
•   Estimated or asauasd.
-------
                                                                                                                   SUMMARY OF

                                                                                 RESERVOIR SEDIMENTATION SURVEYS MADE W THE UNITED STATES THROUGH


DATA
SHEET
NUMBER




RESERVOIR




STREAM




NEAREST TOWN




DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET


DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
RATIO
(ACHE-FT.
PER



SPECIFIC
WEIGHT
(DRY)
LB. PER
CU. FT.)


AVG. ANN
SEDIMENT
ACCUMULATION
PER SO. MI-
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT.| TONS


AGENCY
SUPPLYING
DATA


oo
CO
I.6-2B



46-3


46-4


46-5



46-6


46-7


46-8


46-9


46-10


46-11


46-ia


46-llb





46-14



46-15a


46-16


46-17


46-lft


46-19


46-20


46-3


46-22


46-23


46-24


46-25


46-26


46-27


46-28


46-29


46-30


46-31


46-32
                                                                                                   ARKANSAS RIVER BASIN (GARDEN cm TO TULSA)

                                                                                           t Canadian, Lover Clja&rron, and Salt Fork River Baslne (Continued)
M-UJI1U

I >-
[KMUHr Lako
i •
B*nril^£twu o Lulco
Head* County State Lake
(Lake Larrab»e).


Santa F
d *
rt. it 1
Cutnrlo
Gainer's Stock Pond 	
1 I, PL j
dn^^*0^


lr P
do


j

Guthri* Municipal Hwrroir
No. 2.
Lak ™° 1 Bl t^k.Mll
I,«K¥ ^*rl uiai_jnwLL
Li Pond






..> y k«
T tt In* PiM.d
j«,*r INU
0. F. Scott Pond* 	




^_
do
«r l j
I™1*""1*




UnrkeTM
	 _do— — -- 	
^Ult do
" h n*»


«rr t


do"
do
if* L
Boo.wr Cr0€*
Chlkaakia River 	
A
'™P "


T~*« i r mt.
d * P*
Trlb. of Cottonwod Crwek-
Bols d'Are Greet 	
j
10
If (MlV
^ do
r1^
do
Horth Canadlar Rlw 	


Wend

StUlMter Crat* 	




da
	 do 	
^do

Trlb. of So. Canadian R.—
^^^ ,».
do r^** -r*efc
Slouflh C ock
do °U*^ '
T it **i r* --*-
do *
*^
Trio. Sana Creak
Trih ni rr r •.*
TTID. umrr ere*.*
Trlb. Little Ark. Riw —
Trlb. Medlein* Lodge River

rto
dn
rfo
r L
rto*

** *Ito
L, U-JJ.
do
«*«ll t rn.-i
StlllKitcr, Ukiia.
Kan
	 ^^_J 	

Medic ln« Lodge. Kan&.-
Kim
uguota. B-ano.
^ 4| 	 j° ^^^
hr*°« otu-
BUok^ll. Okla. 	
J°
do
rt
"^ ' n "
P i »
7 *
Ca to ° Okl
do *
j
do
i nn
«.

•^tlll>at^i , uitia.
[t«n


CLiarirua, Kan a.
11
g« , »n



Union City, Okla. 	

do ^t^'


U 1 1 1 J V
gtCTi, an ,
r
°!.n ^U*"1'
thr-nr
Anthony, Kana.
Llttle HlTer, Una. 	
Hadlclna Lod«e. Kana.-
do
F

-dfl.
U*"dn* K*no-
u_».
on, n*.
' -
9.13
1.42
18.00
1.89
37.93
13.30
.31
.22
35.1
103
12,483

11.63
75.35
3.36
.55
.64
16,67
,9
1.80
.530
2.29
.14
.24
.24
.56
.59
.30
.34
.67
1.20
8.67
1
17
1
.40
.84
.84
37.55
12.95
34
.31
.21
.3
108
1/6,081

11
70
3

16
1

2

-
1
.29
.53
.36
.54
.63
.64
.9
.79
.526
.27
.14
.24
.23
.56
.59
.30
.34
.67
.20
Dec.
Apr.
Mar.
June
Oct!
June
Apr.
Aug.
Oct.
Oct.
Oct.
Hay
Oct.
Sept.
Apr.
Sept.
Apr.
Julj
Oct.
S^rt..
«ar
Mar.
June
Sept.
Julj
June
Aug.
Sept.
July
Ha7
Aug.
Oct.
Sept.
Sept.
Aug.
Dec.
Aug.
June
Aug.
Har.
Aug.
Jane
Au«.
Spring
Julj
Aug.
1949
1961
1925
1935
1929
1940
1928
1937
1929
1940
1928
1937
1920
1935
1939
1940
1938
1940
1928
1937
1939
1947
1947
1953
1959
1966
1949
1960
1938
1958
1942
1956
1935
1955
1942
1955
1937
1955
1949
1956
1941
1955
1943
1955
1932
1967
1958
1967
1948
1968
1934
1968
1958
1968
1936
1968
1955
1968
1956
1968
1957
1968
1959
1968
8.5
11.4
10.25
11.2
8.8
11.2
8.6
14.5
1.0
2.5
9
7-4
5.83
6.42
6.92
11.40
20.50
14
20
13
17.9
7
14
11.8
35
9
19.92
33.92
9.75
32.17
13.42
12.17
11.25
292,000
280,200
2,812
2,641
75
33
891
819
365
295
1,741
1,595
3,064
2,608
3.74
3.43
12.63
12.37
3,213
3,082
844
717
401,500
390,800
385,900
383,300
3,192.68
2,945.06
58,326
54,556
20.44
9.62
J/51.10
50.28
1/8.50
5.44
4.371
3,986
14.87
8.97
26.3
20.7
13.38
6.43
46.14
i/13.6
4.09
3.38
9.64
6.95
13.50
5.76
66.89
62.29
10.0
1.79
25.26
20.29
26.73
21.91
39.92
32.24
6.08
2.87
1.011
.971
:




-
.372
.316
2.15
2.10
2.07
2.06.
1.391
1.283


-
-
1.311
1.196
.085
.067
.147
.071
.15
.04
.16
.13
.219
.158
.56
.24
1.86
1.73
.18
.03
.87
.70
.81
.66
.59
.47
.028
.Oil
48.6
58.9
•60
69.47
•60
98.52
58.1
•60
•65
•65
66
70.9
56.2
56.1
95.66
•60
94.89
85.7
72.07
83.5
103.4
65.4
70
•60
•60
•60
•60
•60
•60
•60
•60
•60
0.586
.336
1.93
2.68
.459
3.40
.45
2.42
1.0
.495
.426
.16
.302
.125
.063
1.92
2.61
2/.2S
.07
.32
1.33
i/1.0
.22
1.12
.22
.57
.58
1.00
.84
.44
1.23
1.18
1.01
.10
620
529
2,522
4,055
600
7,296
569
3,162
1,416
7O1
612
4,664
65.3
76.4
4,000.27
3,410.75
i/578.68
134
502
2,419
313
335
745
758
1,307
1,098
575
1,607
1,542
1,320
392
SCS
scs
scs
scs
scs
scs
scs
scs
scs
scs
CE
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
-------
CO
CD
46-33

46-34

46-35

46-36

46-37

46-38

46-39

46-40

46-41

46-42

46-43

46-44

46-45

46-46

46-47

46-48

46-49

46-50

46-0

46-52

46-53

46-54



Rmrt
S^r^ijr KOU
p ,
01 °db

Jr
Hno
do
t


Wilt ford






Fr-r **
*"" rtn
.
Bart or





Doltuin









oaac


Conchas Beserrolr- • ---.-.



!i '

do


Reservoir Bo. 7 and 8 	


Ecaerrolr Bo. 12 	
Reservoir No. 13 	
finn 1 Ho 1A
'"""do

ill





Trtb W t «•! it C M*:
" riu r
Trib Bin- iirvl
mp, l£ ^nnoj
CrookBd C «t
"do r
j
do
II I,* f*r 1
.«!!* rt* ^^


Trib. «noo Hirer

do
do


dn
do
Trib Buffalo C oak
'






do
An
9nrl P iMk
(la r°


g
F "do E ^™^


	 n*m..Hj.n and Concha a 	





do





do


nn


do



Medicine Lodge, lane.-
Jetoore, Kans. 	



*do *
do
do
j
do

Aanland, aano.
K«l utm tin


* *n*"
do
do


7° ^^
*Mij , n*.
Wjihto0 Han
^" *J"* n ".
Jotmra Kan
do' " "
Rush Cant K*n
UoiiLw-, umo.


Conway Springs, Kana.-
iohlnnd Knn
rtn' ^at"~
do
_,
Heade, K*ns. 	
*«hlnn^ K
do* *n°"
ABKAN3AS RTVBt HJ
Upper Ciaarron and
Conchas Dan, N. Hex.—
rta
	 dc 	
J

do


do
do

do
^


do


1.73
3.0
3.6
.23
1.07
7.57
1.98
2.40
"l.83
1.20
1.07
.57
2.1
.30
1.63
.56
.31
1.71
3.0
2.2
.23
.90
4.75
1.97
2.37
1.82
1.20
1.07
.57
2.1
.30
1.61
.56
.31
2.17 2.0
.95 .93
.82 .52
2.18 2.17
1SIN (LAMAE TO GARDEN Z
Upper Canadian Eivar B
7,409 6,976
-
-


-
_
—
.36
-
-


-

-
—
-

.36
Sept. 1966
Feb. 1961
Aug. 1968
Mar. 1952
Aug. 1967
Aug. 1940
Aug. 1967
Jan. 1952
Juno 1966
Har 1961
June 1966
Oct. 1962
June 1966
Hay 1947
JulT 1966
Jan. 1951
Sept. 1967
Dec. 1952
Aug. 1967
Julj 1956
Aug. 1967
Aug. 1949
Aug. 1968
June 1962
June 1968
Aug. 1946
Aug. 1967
Deo. 1951
Aug. 1967
Oct. 1958
Aug. 1967
Aug. 1967
Aug. 1967
June 1951
July 1966
Nor. 1958
Julr 1966
Jan. 1952
June 1966
Julr 1954
JulT 1966
in)
aaina
Jan. 1939
Mar 1940
June 1942
NOT. 1942
Oct. 1944
Feb. 1949
Oct. 1963
Oct. 1970
— 1946
— 1912
— 1912
— 1912
— 1946
— 1912
— 1946
— 1946
Har. 1962
Jnna 1O6&
18.12
7.5
15.5
27
14.5
5.2
3.7
19.2
16.75
14.75
11.13
19
' 6.2
21
15.75
8.8
18
11
15.1
7.75
14.5
12
1.4
2.1
.4
1.9
4.3
14.7
6.92
34
34
34
34
34
34
i-2*
3.33
108.3
105.19
14.55
12.95
41.69
36.66
8.0
7.15
4.0
3.76
161.4
160.8
14.2
8.2
104.82
97.94
6/30.5
27.74
5.6
4.34
4.13
1.37
21.50
17.97
18.0
12.93
5.93
3.56
26.07
22.23
5.44
2.96
8.11
5.37
31.2
29.0
57.1
54.5
6.65
4.8
10.0
7.3
601,112
599,712
585,112
581,112
576,756
566,163
550,799
528,951
3,010
1,836
J/1,064
2,063
^•SJ
J/2,260 '
1,822
10/2,236
1,628
11/816
680
9.16
s.qa
.037
.65
.63
.29
.20
.87
.76
1.6
1.5
.19
.19
1.1
1.1
.22
.13
3.28
3.06
.78
.71
.22
.17
.06
.02
.60
.50
.65
.48
.93
.59
.43
.37
.05
.03
.14
.09
.36
-33
1.88
1.79
.38
.27
.11
.03
3.13
3.12
3.04
3.02
3.00
2.95
2.87
2.75
-



—
—
1.9
1.9
«60
•60
«60
•60
80
80
•70
75
•60
•60
•60
•60
•70
•60
•60
•60
•60
•60
•70
•60
75
•65
75.7
75.7
75.7
75.7
•75.7
•75.7
75.7
-



-


•65
.24
.24
.12
.09
.26
.06
.04
.15
.17
.10
.09
.14
1.0
.11
.50
.27
.25
.81
.07
.35
.25
.11
~.996
.328
.353
.150
.453


—
-^

.12
314
314
156
117
453
104
61
245
222
131
U7
183
1,525
143
653
352
326
1,058
107
457
408
156

1,643
541
501
247
' 746
-



—
.-


170
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
CB
BE
BE
BE
BE
BE
BE
SCS
                       47-2

                       47-3

                       47-4

                       47-5

                       47-6

                       47-7

                       47-8
   I/  Excludes t,6.V2 «q.  «1.  of wtershed  not contributed to  runoff, 1,735 aq. mi. above Fort Supply Dan,
and 25 aq. •!. nrfaee area of Canton Reservoir.
   2/  Includes 2,39 ac.-ft. above crest  deposits.
   %/  Witer supply pool capacity.  Reservoir has greater capacity at spillway crest elevation.
       Includes 0.39 ac.-ft. above crest  deposits.
       Spill**/ eroded 2 ft.
       Capacity baaed on surface area x 1/3 deepest  fill.
                          5/
                          6/
                                                                                                                                       2/  During the period 1912-46, a total of 2,435-ai
                                                                                                                                       8/  During the period 1912-46, a total of 126-ac.-
                                                                                                                                       2/  Daring th« period 1912-46, a total of 672-ac.-
                                                                                                                                       10/  During the period 1912-46, a total of 49O-ac.
                                                                                                                                       U/  During the period 1912-46, a total of 264-ac
                                                                                                                                       *    Estimated or assumed.
:.-ft.  capacity was added by reservoir enlargement.
•ft.  capacity Mas added by reservoir enlargeaent.
-ft.  capacity was added by reservoir enlargeaent.
,-ft.  capacity Mas added by reservoir enlargement.
,-ft.  capacity was added by reservoir enlargenent.
-------
                               SUMMARY OF
RESERVOIR SEDIMENTATION SURVEYS MADE HI THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOIN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVa ANN.
INFLOW
(ACHE-FT.
PEB
ACHE-FT)


SPECIFIC
IEIGHT
(DRY)
[LB. PER
CU. FT.)


SEEUENT
ACCUMOLATDN
PEBSQ. W.
OFNETDB.
ABEAPOR
PEBIOD SHOWN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA

                 ARKANSAS RIVER BASIN (LAHAH TO GARDEN CITT)
          Upper Climrron and Upper Canadian River Baeins (Continued)
47-10
47-11
47-12
47-13
47-14
4-M5
48-ld
48-2
48-3
48-4
48-5
48-6
48-7
4**-B
48-9
49- 2a
49-3
49-4
49-5
49-6
t-.-sUJ'J

Lahaj
"' " J™
do""

Cnrlatian

rtf
AIM In
AiMrina
_
rto*
John Martin Reservoir
(formerly Caddoa Rea. ProJ,).
rt°

do
•*n
	 *, 	
°
rtn
IB
^ *rfl*


p ^ ,
nor**j roak J/


°
c "j*0

S-l 81* Sandy Creek watershed
Ablquiu Reservoir 	




Gibbon
LAkv IMWMUI

*

t" M Pml
* ^** °nl^
i* t 1 Lak
.croon -onntry u a-
°
*UUdo *"*

T ii ri '
^ *do r0<1


T Ib "imrron-
j





Arkanaas River • —

rt


rto

do

Van Brenar Arrojo-. -••
Muddy Creek, Johnny Creek-





U do' °r
do
Big Sandy Creek 	


Hunger ford Hollo*


do
Trlb. of Pine Creak—- 	



f wl



Bayou Bodcau Rlvar 	


do
3wr Ean
'""do *
Uli Kano
T!


STT K
* _, " *no-


RIO GRANDE BASIN (ABOVE
Hast/, Colo. 	 1/1

rtn
do


do


Trlnldmri Col
rrinlaad, 'x>lo.








do
p t *
*" do




RBD RIVER BASIN
Little and

do


rto
^?
HnanvUla, Art.

• "**


Cotton Valley, U. 	

2.78 2.75
1.90 1.89
1.06 1.06
.47 .46
3.42 3.40
8.91 8.91
&SPAMOLA) AND ARKANSAS
8,915 18,102
-

z z

74.6 74.4
154.2 152.4
52.01 47.44
78.8 78.5
608 608
5.4 5.3
2,146 2,127
13.48 13.34
(DEM I SON TO GRAND ECCfl
Sulphur River Baaina
51.6 49.6

1.46 '1.26
10.4 10.3
.35 .32
1.41 1-30
683 613
June 1967
Oct. I960
June 1966
fer. 1990
June 1966
June 1961
June 1966
Aug. 1961
June 1966
fer. 1953
June 1966
Apr. 1951
June 1967
RIVER BASDf
Apr. 1942
July 1942
Dec. 1943
Sept. 1944
May 1948
Oct. 1951
Aug. 1957
Mar. 1962
Sept. 1966
Aug. 1968
HOT. 1939
Fill 1919
D«c. 1939
HOT. 1900
Apr. 1940
N>r. 1911
F.b. 1940

- 1939
IfcJ 1962
Jnljr 1965
»nr. 1963
Oct. 1967
— 1908
Itor. 1968
S)
P.b. 1923
Ihr. 1934
Julj 1956
_ 1900
Ikr. 1936
Julj 1956
HU-. 1931
Julj 1941
S«pt. 1925
Jxpt. 1954
Jun« 1959
HOT. 1949
HIT 1961
16.5
5.7
16.25
5
4.8
13.3
16.5
0.3
1.4
0.7
3.7
3.4
5.7 .
4.6
4.5
1.9
39
20
39.4
28.9
25
2
3
4.58
60
13.1
19.7
34
20.3
10.3
29
61.0
11.5
50.83
135.6
133.8
14.6
8.75
4.5
3.75
31.8
31.2
128
119
92.7
78.2
701,775
690,345
688,550
683;257
675,097
662,870
445,512
642,390
631.121
618,668
758
82
16,918
15,287
34,203
30,738
4,005
2.463
38,274
25,020
23,040
326
302
579,039
572,495
543
527
11,487
10,755
9,964
6A.394
1,324
1,285
181
128
157
150
558
430
967,900
967.900
1.50
4.6
4.5
.72
.43
.40
.33
6.4
6.2
3.5
3.3
1.97
1.65
2.47
2.43
2.43
2.41
2.38
2.34
2.28
2.26
2.22
2.18

—



—

1.80
1.78
•3.9
•3.7
.418
.391
.362
1.792
1.702
1.652
.561
.534
.742
.572
1.516
1.516
70
•50
•75
•75
65
•75
•70
•75.7
•75.7
•75.7
•75.7
•75.7
•75.7
•75.7
•75.7
•75.7
89.07
75.25
68.36
75.4

•8O
•75.7


36.4
31.5


68.6
33.14
0.11
.11
.19
.14
.28
.20
.10
.075
.443
.129
.210
.178
.0398
.147
.362
.233
.535
1/.241 i
.680
:87
1.63
1.5
.65
JS/.045
1.13
.81
1.54
1.52
.50
.78
1.62
147
120
310
229
396
327
152
124
730
213
346
293
65.6
242
597
452
877
1,117


2,613
1,072

642
1,043


1,165
1.149
SCS
SCS
3CS
SCS
SCS
SCS
at
sea
so
sea
SCS
m
SC3
a
acs
SCS
SCS
SCS
SCS
SCS
a
-------
•»-8
49-9
50-1
50-2
50-3
50-4
50-5
50-6
50-7
50-8
50-9
50-10
50-llc
50-12b
50-13
50-14>
50-15a
50-16
50-17
50-18
50-19
50-20
50-21
50-22
50-23
50-24>
50-25
i-ue i uxui ajuia

Wallace Lako


C t Lak
"do
Artnore Club Lake— 	
_a Cl h Lak
ByarD u uca
C t L ak
J° rt

C. W. Lester Farm Pond No. L
C. W. Lester Farm Pond No. 2-
* ^^
*
r°
uiire uuneon


°


_





d°
0
_
ax Dour
Cavalry Creek Site Ho. 1 	 —

j
Chigley Sandy Site Ho. 5 	



Po
^n °*
Doan P d H "*
j^^






Han-i H 2
d " °"




V
, - — n 	 ,
do aim



Gyanja Bayou
do
Sulnh HI
Jiupnur itlvcr-
ad °

° _
nnanoa trcam
Gift C ok
rt r°
f w .hit Rl
da a3tll1;a ttlvor
Trib. of Broken Leg Creek-
~°
d

ucavcr U-OCK
trl Ic C ct
rltipatriclc LrooJc
Turk C rt
d ^
d
Cl C alt
17 d1"0
Horth Fork Bed Elver 	
A



do
rtn
Trib. of Little Hashita R.
hit


jT




Trib. of Hlne Kile Creek—


Bnnaiacd



(to
do
da
rto
Wichita River 	 — —


rt
Trib. of Sandy Creek 	

	 do 	
Shrevcport. La. 	
Sulphur Springs, Tex.-
RED BIVE
"^d** ^C^'1"
Bm Okrl
D/ ro, Ida.


Okl
Lindsay, utua.
Cheyenne, Okla. 	 	 	
A
do
T
V^iiiun, IOA.

Duncan, akin.
C t Okla
ami o, uicia.
do



— ;„ — : 	


n°n' "^^
do

Chiclcasha, Okla 	
rrt ?? nvl


~^
Wynnawod, Okla. 	



nvl
Tmycnno, ukla.


r« H< T
nndlAn, cot.


f /H T
rfnwll n^ Tox.
do
J
T
'lk>^' OI"



tyuttwod* Okla. 	

266
52.50
I! BASIN (ABOV
4.15
2.66
1.81
.88
2.04
.64
336
u.o
23.6

•1.5
2,515

39,719
.68
2.19


.81
.39
.0359
.164
.535
.20
.237
.292
2,099
1.61
.031

251
51.46
£ DKNISON)
3.91
2.55
1.70
.81
2.03
.63
334
10.4
23.1
1.44
2,104
28,925

.67
2.15
—
.79

.38
.0354
.161
.535
.20
.237
.292
2,067
1.58

.029
Aug. 1958
July 1970
D.c. 1946
Oct. 1951
Apr. 1961
1953
Sept. 1962
D«c. 1922
Jane 1938
1904
— 1950
HOT. 1949
Feb. 1932
Har. 1950
1945
June 1949
June 1944
June 1949
Oct. 1929
Jan. 1948
Oct. 1937
Aug. 1950
Dec. 1930
June 1938
Ho». 1950
May 1938
Dec. 194O2/
June 1948
July 1953
Apr. 1967
July 1942
Oct. 1946
June 1954
liar. 1962
Sept. 1935
Iby 1955
July 1948
Sept. 1959
Aug. 1964
June 1969
June 1955
Aug. 1959
Oct. 1963
Mar. 1947
July 1957
•Spring 1944
Mar. 1955
Spring 1941
Mar. 1955
June 1952
Apr. 1958
Mw 1939
Aug. 1957
May 1952
Apr. 1958
Sept. 1951
Apr. 1958
Oct. 1922
Sept. 1958
Dec. 1948
July 1959
Aug. 1966
Aug. 1935
3.92
12
4.8
9.5
9
15.5
46
13
18
4
5.0
18.2
12.8
7.4
12.4
50
7.5
5.1
13.8
6.2
5.7
7.8
19.7
11.15
4.89
.4.85
4.12
4.15
10.28
11
14
5.79<
18.25
5.93
6.59
36
10.63
7.06
22.22
2,654,300
2,654,300
96,100
96,100
96,100
3,495.2
2,787.9
1,797
1,644
507
371
865
837
349
282
42.4
22.8'
16.3
13.1
15,755
11,568
6,291
5,783
4,415
3,981
3,343
131
85
192,842
185,035
178,610
168,117
5,859,000
5,718,000
5,553,000
5,392,900
59.9
41.8
505.4
476.6
471.8
458.8
263.67
258.74
248.20
25.69
21.53
1.078
.807
15.8
13.4
15.197
i 13.463
17.59
13.47
22.163
21.706
15.655
14.242
560,000.
461,757
498.45
492.13
487.11
8.710
7.06ft
.13
.13
.405
.405
.405
.125
.100
-
-
-


1.74
1.61
_
.512
.357
3.05
2.87
2.84
2.77
1.410
1.384
1.327
.706
.591
.469
.351
1.505
1.276
.407
.361
.239
.183
.594
.581
.419
.382
2.493
2.056
1.06
1.04
1.03

-
_
•85
40.7
—
63.4
63.36
65.9

52.3
66.9
70.2
52.1
57.9
62.5
«75
74.5
74.5
•74
60.3
60.3
61.49
91
88
70.95
•70 U
79.68
68.53
-
70
•75
*6O
-
-

1.53
2.52
1.16
~1.26
4.59
2.41
1.02
.689
3.82
2.54
2.23
.64
.495
.599
.361
.785
1.00
.709
1.37
1.20
.46
1.25
1.52
3.22
1.07
.69
1.06
.559
1.15
.325
.733
1.32
.37
.45
1.15

—
-
as
2.832
— SOS
2,234
— SCS
— SCS
— SCS
— SCS
— SCS
5,275
— SCS
3,505
3,201
— BB
564
1,104
588
891
1,261
965
— SCS
2,238
1.946
746
1,993
— SCS
1,996
4,229
1,433
1,368
2,032
— SCS
863.82
1,758.30
564.01
1,094.06


564
816
— SCS
1.VJ2.82
I/
2/
       Drainage area adjusted to conform with U.S.G.S. published drainage area.
       Off channel reservoir.
       Excludes water and sediment diverted  from Arkansas River and Horse Creek.
   y  Per 100 ac.-ft. of water  diverted from Ark. Hiver and Borne Cr.  Total of 564,918 ac.-ft. diverted
to reservoir betM*«n 1910 and 1939.
   $J  Little deposition due to dam w shout, 1930-47.  True sediment accumulation rate for
43-yr period was about 0.063 ac.-ft./nd^-yr.
   6/  Spillway crest was lowered 3 ft..in 1932; capacities are based on present elevation.
   2/  Date of original survey for new dam over deposits placed behind old dam.
   *   Estimated or assumed.
-------
                                                                                                                   SUMMARY OF
                                                                                 RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER






RESERVOIR







STREAM







NEAREST TOWN







DRAINAGE AREA
(SQUARE MILES)


TOTAL | NET



DATE OF
SURVEY





PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)




CAPACITY
AVG. ANN.

(ACKE-FT
PER



SPECIFIC
IEIGHT
DRY)
La PER
CU. FT.)


AVG. ANN
SEDIMENT
ACCUMULATION
PER SO. ML
OF NET DR.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA



                        50-24.
                                   Cotb Cm* lo.
7
*-
to
50-29U


50-30b


50-JU


50-32b
                        50-38

                        50-39

                        50-10

                        50-llb


                        50-l2b
                                                                                                  RED aiVEE BtSSM (ABOVE D9I3») (Contlnmd)
                                                                                                   n, OtU..
 3.89


1.16


 3.50


 2.87
                                                                                               .171

                                                                                               .162

                                                                                               .205

                                                                                              ".62
e.iB
—
	
_
5.22

—
—
—
.61
—
__
_
3.84
—
,_
_
5.24
__
—
3.46

—
—
2.80
__
—
—
1.00
—
—
—
11.28
_•
_-
—
5.U
__
—
—
10.04
_
—
__
—
2. 2O
	
	
—
.171
	
.162

.205

.60
_
_
	
.95

	
__
1.73

—
Jan. 1957
lot. 1960
Oct. 1961
Aug. 1970
Ifcj 1951
Apr. 1954
Ifcjr 1960
tog. 1965
Julj 1970
Apr. 1951
Oct. 1956
Oct. 1961
Julj 1966
*r. 1951
Julj 1957
S«pt. 1961
Julj 1966
Apr. 1951
Oct. 1962
S«pt. 1967
»r. 1951
Oct. 1957
Oct. 1962
S«pt. 1967
Apr. 1951
Oct. 1956
S.pt. 1961
Julj 1966
S«pt. 1951
Ifcj 1960
Aug. 1965
Jul7 1970
Aug. 1952
Julj 1957
S«pt. 1961
Aug. 1966
DM. 1951
Oct. 1956
S«pt. 1961
Aug. 1966
Aug. 1951
Oct. 1956
Oct. 1960
Aug. 1965
June 1970
Aug. 199
Oe».. 1957
Oct. 1962
Sept. 1967
Jan. 1917
Apr. 195<
Oct. 1915
Apr. 1953
DK. 19U
Apr. 1958
J«n. 19*9
S«pt. 1959
Aug. 1964
Jm» 1969
NV 1919
Julj 1959
Oct. 1963
Julj 1968
Ihr. 1950
S«pt.. 1960
Aug. 1965
	
3.58
1.11
5.81

1.96
1.06
5.02
1,92

5.17
5.00
1.80

6.39
1.19
1.81
—
11.53
1.96
_
6.58
5.0
1.93
_
5.50
1.90
1.80
—
8.68
5.25
1.98

1.92
1.21
1,86
—
1.82
1,88
1.86
__
5.13
1.01
1,79
1.91
__
6.16
5.0
1.96
—
11.266
__
12.561
_
13.33

10.70
1.91
1.85

10.25
1,25
1.82

10.50
1.95
2,101.1
2,303.3
,277.3
,218.1
,591.29
.153.69
,380.17
,311,75
1,338.82
157.68
118.10
139.98
125.60
1,273.21
1,217.58
1,152.23
1.127.06
1,956.05
1,813.2
1,806.22
1.275.09
1,217.59
1,178.72
1,175.25
1,016.02
1,013.8
913.9
888.0
315.15
288.09
286.79
275.82
1,143.13
1,291.19
1.161.07
1,038.31
2,065.88
2.033.89
1,987.93
1,979.15
3,581.9
3.165.8
3,322.1
3,292.7
3,276.0
970.7
912.12
913.51
873.9
15.791
13.913
21.035
16.627
7.353
6.673
223.1
207.7
199.6
179.9
212.1
236.2
233.8
229.3
5B7.3»
566.21
518.66
2.72
2.61
2.56
2.51
1.67
1.26
1.05
3.91
3.93
1.38
1.12
3.89
3.19
1.15
1.26
1.03
3.91
1.12
3.82
3.80
1.91
1.72
1.57
1.56
6.23
6.06
5.62
5.29
1,85
1.13
1.10
1.21
7.29
7.02
6.81
6.60
1.11
1.35
1.25
1.23
5.53
5.35
5.13
5.08
5.06
6.11
5.97
5.78
5.63
 .329
 .290
 .138
 .316
 .197
 .179
1.93
1.02
3.87
3.19
1.11
1.08
1.07
1.05
1.780
1.716
1.663
90
90
•91
__
61.19
83.11
83.11
•83
70. 2O
77.87
•77
_
95.7
_
•80

70.7
•72
_
75.78
79.1
•«
__
79.3
82.8
•75
93.08
68.1
•75
—
77.91
71.85
•76
80.6
79.79
•77
—
70.1
59
59
•60 <
	
81.53
79.1
•83
^
77.65
__
85.31
82.73
_
75.68
75.68
•75
61
61
•61
—
85
71
3.31
.77
1.21
_
5.31
3.16
1.36
.23
2.79
2.75
1.92
_
2.27
1.06
1.36

2.36
.27
_^
2.52
2.20
.20
_
1.77
5.16
1.16
3.12
.25
2.20
^ .
3.01
2.73
2.31
1.30
1.81
.31
_
2.»
3.53
.62
.31
_^
2.08
2.61
3.63
_
.959
_
2.167
.219
_»
2.15
2.75
6.77
"".63
.60
.98
— .
l.U
2.05
6,517
1.509
2.563
_
7,111
6.263
2.162
360
1.264
1,672
8,1*1

1,731
5.501
1.980

3,631
529
_
1.160
1.1W
134
_
3,057
9.996
5,627
6,320
371
3,611
__
5.161
1,209
3,871
2,281
3,181
102
—
3,510
5,118
T97
524
__
3,691
1,115
7,036
_
1, 621.08
—
1,027.81
118.64
_
1,038.1
1.532.9
10.872
831,1
791.1
1,271,6
_
2,117
3,301



5C3




scs


scs



scs


scs



scs






scs






scs




scs



scs

'scs


scs






scs


-------
oo



5O-45* Chigley Sandy Sit. lo. 4 	


5O-46 Flotr1 Bttardinc, Structur* *>.
2 Hash Cr. Vaterahed

3O-47* Harnlti K>. 14-

5O-40 Sugar Creak Site fc. 13 	
5O-49 Upper Mfcshlta tUrar Site *25-
5O-5O K«t Ci** ¥at«rahad Site fl-
5O-51 Ru*b Cr«ek Ho. 2 	
^
5O-52 Saddle.MMmt.iln bo. 2 	





*^. . I • *•



.^ H»1K.«|H
51 5 L.u.a Haioen.
51-6 Mtgnolla Lake (Bad Horse) 	




dn
dn




n 11 i tr n^ .afc
dn*^
_|*
' ^' dn
51-13 Variety Club Boy** Ranch Lake


_



dn











tfc i "•










i» m
do





Saddle Nxmtaln Creek 	



Trlb. of Ha Cre*

dn
KU Fk.of Trinity SiT*r 	


Trlb. of Via Creak
ttarnit 1 (V...**
1111 do" **^



da





_ _


™""do r^"


Usst Fork of Trinity RlTer



Mil trlh
'- do
T»I» r r flan.*
r "dn * *







y i r*i
' */»!•! " -
da

Auto Springs, Ckla..





rtl T
*n**^dQP* '
_ _
do**
fiuah Springs, Ckla.-

G.*™**? Cat!
^o * *

SABIHE, D

Coml Tar-
do * *




Co ml T
^^do * "











do * * "




Tl Hf .Lt T
°do' **""


nit T
*" °do ' * "*"



*•

T
""T* *
__ _??.._ f
T^ClTt",, «L.

'" *]*"•*• "*•







— 2.13




•

7.








ECHKS, AK» TRIKH























1 IA
-40














-t-55
_

I/ SedlavBt pool only.
2/ Area abova uaillasnt pool riser Mas not surveyed In 1965.
2/ Rzolodes area abora two lakes In watershed which contributes occasional flow to Lake Halbert.
4/ Laka Clark was built In 1940 dowutreaa from "Rnnis Haw Lake" or "Clnb Laka* *ilcb .ma built
In 1«95. Club Laka and a ..mil po^d now sahaerg»d by Laks Clark.
J.73

2.05
wn

1.93
6.96
1.46
2.05
3.37

IT BIVEB BASH
8.71
.82
.54
1A57
8.56
.43
274.4
97.4

2.02
"o.lS
2.87
1.42
.29
1.75
1,033

1.01
.33
2.50
3.05
lnV
Aug. 1959
Oct. 1963
Aug. 1968
Ang. 1955
Ihr. 1958
Oct. 1963
Julj 1969
Aug. 1959
Julj 1965
•or. 1958
Sept. 1963
Aug. 1968
Feb. 1964
Oct. 1965
SOY. 1961
Julj 1966
Apr. 1964
June 1966
Aug. 1959
July 1965
Sept. 1970
Apr. 1959
Apr. 1565
Sept. 1970
S
Oct. 1921
Dec. 1949
— 1895*
Feb/ 1928
Sept. 1938
Sept. 1949
Her.' 1937
•or. 1946
Apr. 1910
Apr. 1935
fer. 1956
Oct. 1970
Feb. 1925
Apr. 1938
«b». 1938
Dec. 1950
June 1926
Apr. 1939
June 1942
Apr. 1950
Sept. 1914
Apr. 1938
Feb. 1943
Ihr. 1934
Ihr. 1939
•or. 1952
— 1899
Apr. 1939
— 1926
Apr. 1939
10.32
4.12
4.84
~2.62
5.52
5.76
5.90
4.85
4.87
1.70
4.6
2.1
5.9
5.19
6
5.26
28.25
54
69
10.5
28
64
9.7
I.,'
14.6
13.25
8.5
-
12.8
7.8
23.6
10.8
5
13
40
13
Apr. 1939 20
— 1930 —
July 195O 20
O.U neaed upon coat
tea.
"»ter eupply pool o
Exnludee area above
200.0
194.0
190.3
1.075.3
1,054.8
1,018.0
966.7
655.97
639.60
1,723.2
1,645.9
1.633.9
532.17
503.79
1.315.92
1.312.74
622.01
613.83
656.0
639.6
635.4
771.3
2,219
1.605
319
205
181
92
180,759
167,072
8.012
6,657
756
659
37,520
27,100
18,158
14.276
12.321
10.743
531
509
370
328
.5/2,085
.5/1.741
376
293
38
33
396
275
6/292,000
283.2U)
6/211,000
205,175
182,000
270
204
295
271
222
199
856
812
>ined capaeitlee, <
ipaeity. Doea not
Bridgeport Beaervc
.88
.86
.84
1.24
1.21
1.17
1.11
1.929
1.881
4.28
4.08
4.05
2.137
2.023
4.62
4.61
15.4
15.2
2.31
2.25
2.24
2.11
2.05




-
-
.80
.63
.54
.47






-
-
-

-
-
—

irainage
Include
>lr tfiieh
65.5 1.07
65.5 2.03
•63 1.29
51.61 2.10
51.61 1.79
•59 2.39
77.75 1.36
•70 3.87
•70 .61
82.27 8.65
91.8 1/-10
61 1/2.67
77.75 1.36
•77 .39
38 2/.47
•60 .53
59.2 2.49
— 2.57


53 1.13
67.4 5.66

— 3.91
49 1.60
35 .97
32 1.11
38.7 .82
61 .796
•50 i/2.'60




60.1 2.93


— 2.20
1.63



— .46
— .72
area, and aediaeot vol
eurcharge or flood ato
liee upstreu fro* Ea
1.527.2
3.166.6
1,721.1
2.361
2,012
3,454
2,303
5.900
877.9
15.499
1A99.9
1/3,547
2.303
654
5/389
734
3,211
-
1,304
8,308


1,708
151
505
691
1.058
2,831
-
3,835






—



SCS
SCS
SCS
SCS
S3S
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
JCS
ua»a of all Uke.
rage.
gle Mt. Reeervolr.
-------
                              SUMMARY OF
RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PER


SPECIFIC
WEIGHT
;DRY>
LB. PER
CU. FT.)

AVG ANN
SKIMMENT
ACCUMULATION
PER SO. ML
OF NET DR.
AREA FOR
PERIOD SHOWN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA

            SABIHE, HECHES, AHD TBISITT BITKB BASIMS (Continued)
51-22
51-23
51-24
51-25a
51-26b
51-27b
51-28a
51-29
51-30
51-31*
51-32
51-33
51-34
51-35
51-36
51-37
51-38
51-39
51-40
51-41
52-1
ja-2



IT ^f*1l * «-
*rfltl* ' °
II J i m \. 1 t
y friii o
Clear Fk. Watershed Site
Ho. 10.
do







A

'
. ~

~°.
Site Ho. 11B EU Fk. Watershed
A
Gana-Little Elm Reservoir
(LevisviUe Dan).
*


Dan D R«4*."*olr

Clear Creek Watershed Site
No. a.
Upper Lake Fk. Watershed
Site 23
Lake Anon C. Carter 	

^*!a_"i"^ri Creek o 37
d
Chanters Creek Site 101-A— —
dn
Clear Fork Watershed
Site No. 7.
Denton Creek Watershed
Site Bo. 17.
East Keechi Creek Site Ho. 1-

LetkA Gorpiis Oiriuti
dn
M-J, T
dti"
do
A wor




Trlb. of Trinity River 	





A


Trlb. of Rlchland Creek 	
TO


East Fork Trinity River —
d


da
Elm Fork of Trinity River-
do
do


do
Tin ni



Big Sandy Creek 	
Trinity River 	

T*
do





„ _ DJ
° °r
LOWER










n«jtp i T
^"^^ do* • "
Weatherford, Tex. 	



A

do


do
~°
"°n(*Vt"-* '
-
''do


°

Lewisville, Tex. 	
~n


a3P°da °I~
	 do-; 	 : 	
*
Sulphur Springs, Tex.-
Bowie, Tex. 	
i"
"do** *



do
Pm-ilT.ll T


tur, ox.
J~
*' Ai'0' ** "
BRAZOS, LOWER COLORADO, (


Sen Antonio, Tex.--—-
do
1.05
6.42
.29
4.30
1.99
1.28
1.16
170.00
777.0
2.00

1,660

6/7,573
1.54
9.39
103
2.05
2.58
2.55
4.10
6.63
UADAUIPE, S
16,800
587

.95
6.28
.29
4.25
1.92

1.26
1.07
163.77
745.7
1.87

1,599
7,546.6
1.46
8.80
101
1.95
2.34

2.44
3.94
6.30
All AnOBlO, All
16,791

578

Apr. 1939
Sept. 1928
S^rt. 1954
Sept. 1935
July 1954
July 1942
Hay 1950
Oct. 1955
Apr. 1963
Ihy 1968
F«t>; 1952
Apr. 1962
July 1967
Jan. 1952
July 1969
Apr; 1937
Feb. 1956
Sept. 1963
Oct. 1948
Apr. 1960
Oot. l->»2/
Oot. 1959
»o». 1958
July 1963
Oct. 1968
— 1946
HOT. 1954i/
Sept. 1960

Feb. 1960
May 1962
Aug; 1967
Aug. 1962
Oot. 1967
May W56
May 1967
Dec. 1960
Sept. 1964
May 1969
Apr. 1960
Oct. 1964
S.pt. 1968
Oct. 1955
Apr. 1969
Oct. 1963
Oct. 1968
Jan. 1964
June 1968
D MUECBS RlVfiU
July 1934
Mar. 1942
Mar: 1948
Mar. 1913
Jan. 1937
Mar 1948
16.5
26
18.8
7.8
7.5
5.1
10.2
5.3
17.5
18:8
7.5
11.5
0
6.0
4.67
5.25
5.88

8.83
5.19
5.2
11
3.8
4.7
4.5
3.9
13.5
5
4.4
BASKS
7.6
6.0
23.9
11.3
138
663
623
630
554
38
33
1,473.49
1,430:91
1.U1.04
1;291.0
1,201.8
1,186.7
553.33
475.52
610
466
390.1
49;295
46;705
423,400
434,450
425,960
678.2
670.0
•654.6
1,016,200
1,002,900
1,003,400
9891728
124,700
13l|681
479.4
•468.8
3,303.5
3,282.9
15,805.75
15,238.06
624.84
619.37
617.89
1,152.11
1A37.61
1,114.89
746.9
626.29
1,621.33
1,557.16
1,845:56
1,827.15
54,426
43,801
39;387
274,065
267;630
265.075
.789
.742
.237
.208
*.491
•:426
1.90
1.84
1.82
1.89
1.76
i;74
1.27
1.09
i:473
i:i26
.942
.426
.412
1.329
1.363
1.337
1.33
U28
2.311
2:281
2.282
2.251
:032
.034
.034
1.37
1.34
.69
.69
1.07
1.03
1.34
.33
.33
.20
.18
.16
.57
1.32
2.7
2.6
1.76
1.74
1080
.064
.058

•60
85.08
54.49
— •
86
51.9
40.72
83.12
53.1
3/78.3
87


50.6

60.9
—
55.19
49

54.9
47.2
•72
34.9
35.6
61.1
75.0
3.94
1.62
.64
2.21
.92
1.48
3.53
7:16
9.46
1.37
1.90
i£ •


1.46

8/.025
1.40
.45
.51
-.16
2.49
3.66
3.26
.66
.083
.044
.465
.391
5,150
3,002
759


1.682

3,956
3,130
5;130
6,387
2,480

2,197
!Ai637
2,402

1.609

8/33.16
_
652
613
448
2,806
3,760
1.035
63
36
619
SCS
SCS
scs
scs
scs
scs
scs
scs
CB
scs
a
a
scs
scs
scs
scs
scs
scs
scs
scs
scs
-------
Ul
5M



52-5

52-6

52-7

52-8.

52-9

52-10

52-11

52-12

52-13

52-14

52-15


52-16*


52-17
53-1

53-2

53-3

53-4

53-5

53-6

53-7»

53-«

53-9

53-10

53-11

53-12

53-13

53-14

53-15

53-14

53-17

53-18
   I/  Original capacity fron nap 07  stereo photogremetric atethods.
   y  "Original" or 1945 capacity adjusted in 1961 by range line controls established in 1953
give "Oct. 53" area and capacity.
   2/  SadljBBnt pool only.
   4/  Adjusted for 1952 surrey of Lake Dallas.
   5/  Adjusted In Apr. 1963  for  detailed range surrey in 1952-53-54.
   J/  Detendnsd by DSGS Nov.  1961.
   I/  1951 adjusted dau.
   j/  Deposits above Rlgaiaay 190 bridge only.  Not corrected for degradation between higtnay and

P
33 C O O
Mo Ran h Stock Pond
!j




Calaveras Creek Site No. 6 	
_ ^
Idu Ho. 11
_. _^
do




Tho t Lak








Cuanlnga Creek Watershed
Site No. 6.
do

"* ": * i^>u**






Hsfabard City Lake Bo. 3 	 	
Hubbard Citj Lake No. k 	




Hnbbard City Lake No. 2 	
Hnbbard City Lake No. 5 	 	










P IM inarm T k



Old Santa Anna City Lake 	





Trib. of Sandy Creek
Trlb. of San Antonio Ri»er


Trib. of Eacondido Creek—
Trlb. of Llano River 	
Trib. of Hondo Creek 	


Cibal C ok



Trlb. of Deer Creek
Gnadalupe River Basin.
San Antonio River- 	

Trib. Cunnings Creek •
do
• •
T
^d
do
do

do

* '
San Antonio. Tex.
v • a*
''""do °I"




Jaurd&nt T


"'do
Conul
jf» M* *• Ttot-
T
, «x.
adr T
^do ***'
j
GiddiM
, «.
_,
BRAZOS RIVEH BASIN (SOUTH



Mm- C ok



Trlb. of E. Cottonwood Cr.
E. Cottonwood Creek
Trib. of Little River 	
Trlb. E. Cottonwood Creek-
do
j
East Cottonwood Creek 	


Salt ft Emory Creeka 	


Trib. of Horse Creek • • •






Hukewmter Creek 	
do
Santa Anna, Tex.-
Ctxmnch
^"^^^dn *
Goldthwaite, Tex.


do
da
T
do °X*
Hnbbard
^"^^rtn* "
do
j
do
do
. T
'do"*"




_





Caleaan T
do* **"
Santa Anna, Tex.-

"


•*°





7.01


1 tr







t 11



•» m





BEND TO WASHINGTON)

	 1.17


	 11.65




rf


•5




ti f.



1 vt









	 .90

.07
.19
.14
3.10
6.70
7.94
1.34
.747
.188
1.52
2.32
2.75
2.83
2.76
KIDDLE, AND
10.6
1.05
13.57
11.50
.14
1.35
.51
.5
.03
.10
12.8
4.60
3.20
.38
.55
12,955
16.48
.87
Feb. 1941
Feb. 1941
Feb. 1941
— 1916
Feb. 1941
Sept. 1950
Aug. 1955
Dec; 1956
Mar. 1968
July 1958
July 1960
Aug. 1951
Aug. 1955
Feb. 1951
Sept. 1955
Apr. 1953
Aug. 1955
Sept. 1952
Aug. 1955
Jan. 1949
June 1964
Sept. 1949
June 1964
Sept. 1954
June 1964
July 1969
Aug. 1958
Sept. 1963
Aug. 1969
COLORADO RIVE
May 1923
May 1940
May 1923
Apr. 1940
May 1926
Sept. 1946
May 1917
May 1940
— 1913
May 1949
— 1917
May 1949
Fall 1922
Sept. 1934
May 1949
May 1949
— 1925
Hay 1949
Mar. 1941
Feb. 19U
— 1934
Apr. 1948
Sept. 1913
Mar. 1941
July 1925
July 1949
May 1941
Feb. 1949
Feb. 1941
Jan. 1910
3.7
32
38
25
4.95
11.25
2.0
4
4.54
2.4
2.91
15.42
14.75
9.8
5.1
5.1
5.9
a BASIMS
17
17
20.3
23
36
32
12
51
37
24
30
29
14
27.5
24
7.75
31
954,859
4.7
4.5
9.3
9.1
12
11.6
251
228
1,697.82
1,661.12
2,728.0
2,667.8
11.96
11.45
80.3
76.5
6.41
5.60
142.4
135.2
12/48.97
43.75
10/45.12
41.51
924.7
906.2
890.1
858.3
855.2
854.1
2,153
2,007
766
745
1,313
1,221
962
855
UA04.5
25514
164
126.5
13/110
ki.i
37.8
530
354
759
732
723
692
83
75
75.1
52.6
729,985
672,420
153
80
153
                                                                                                                                                                                           '.649
                                                                                                                                                                                           *-639
                                                                                                                                                                                             .595
                                                                                                                                                                                             .540
                                                                                                                                                                                           1.65
                                                                                                                                                                                           1.62
                                                                                                                                                                                           2.022
                                                                                                                                                                                           1.978
                                                                                                                                                                                             .081
                                                                                                                                                                                             .078
                                                                                                                                                                                           1.959
                                                                                                                                                                                           1.866
                                                                                                                                                                                             .361
                                                                                                                                                                                             .315
                                                                                                                                                                                             .578
                                                                                                                                                                                             .549
                                                                                                                                                                                             .078
                                                                                                                                                                                             .070
                                                                                                                                                                                             .061

                                                                                                                                                                                             .056
                                                                                                                                                                                           2.30
                                                                                                                                                                                           2.26
                                                                                                                                                                                           2.22
                                                                                                                                                                                             .77

                                                                                                                                                                                             .77
                                                                                                                                                                                             .76
34.65

66.17

47.08
27.8



28.3


49.6
                                                                                                                                                                                                        51.U

                                                                                                                                                                                                        45.2
  .21

  .07

  .021

  .12

 1.50

  .49

 3.79

  .09

 1.12

 1.80

 1.64

  .15


  .09

~.67
 1.12


  .22
  .07
          .81

         1.18

          .334

          .40

         2.86

         1.45

         6.12

         1.0

         3.0

         3.0

        ~.*6

          .20

          .69

          .71

         1.71

          .57

         -.1*
1,132

 ^706

3,886



1,112

1,090
SCS

SCS

SCS

SCS

SCS

SCS

SCS

SCS

SCS

SCS

SCS
                     97
                     —     SCS
                  3/763
                  1,710
                     —     SCS
             —     SCS
            907
             —     SCS
          1,162
             —     SCS

             —     SCS
            375
             —     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS

             _     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS

             —     SCS
                                                                                                                                    '  Drainage area !• 31,250 aq. •!., of which 11,900 sq. ml. are noncontributing.
                                                                                                                                    )J  Original capacity determined by spudding on 1964 survey.
                                                                                                                                    /  Daa waa raised in 1925 and 1919.  Capacities based on 1949 level.
                                                                                                                                    *j  Dam vaa raised in 1925.  Capacity based on 1925 level.
                                                                                                                                    |/  Includes 1.111 sq. nd. of partially contributing drainage above lakes in watershed;
                                                                                                                                    ) sq. ml. of noncontributing drainage at head of watershed.
                                                                                                                                       Estimated or assmed.
-------
                                  SUMMARY OF
   RESERVOIR SEDIMENTATION SURVEYS MADE 01 THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.

(ACRE-FT.
PER
ACRE-FT)


SPECIFIC
IEIGHT
PRY)
La PER
:u. FT.)

AVG. ANN.
SEDIMENT
ACCIMULATON
PEBSQ. ML
QFNETDB.
AREA FOB
PEBIODSBOWN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA

BB1Z03 BCTm BASII (300TB BOD TO MUHOBTOI) TODDLE, UO COLORADO 8IVEB BASHS (Continual)
53-20
5»-a
53-22
53-2J
53-2*
53-25
53-26
53-27
53-28
53-29
n-v*>
5J-31.
5V32
53-33b
53-3U
53-35
53-36.
53-37
5V38
53-39
53-*0»
5V*U
53-*2
53-*3
53-**
53-15
53-*6
*"" "ilQT~^
Rullton City I^k.


Uk. Hlimml HOlm
Boffilo Tuk (Imz T«nk) 	
B. G. ReUiixaDrUi Stock
Pond.
J. S. \U1 Stock Paid


ZiMrlee Stock Pood (•ortli)-











rt




do



D**p CrMk la. 3 ---—
Or«n Cr~k to. 1 	

.


Main R*s. DMP CrMk Sit* 5—
Upper KM. DMP Cr**k Site 5-
)**Mt«r Cr**k Sit* lo. 9 —

Solphor Cr**k Sit* > 	 —

Hhltn*y R*MTTOir 	
Sit* ft>. 6 DMP CrMk 	
Sit* Kb. 10-4 ft*Mt*r CrMk


Sit* 9 Low Sma Sftb* R!T.I —
1 MB






Trib. of P*caa Bajoo 	
do



Trib. of PMU fejoa 	
Trib. of Ji* Md Crufc




P*can BBJOU (Colo. ttiT-r)-





rt








Trib. of D**p C>**fc



,
1. S. Trib. of Uon Kiwr-



.
Hid. Colondo Rim 	




Braio* Rlvn — 	


ltdt*«at Crwk






Ra«tlt«»1 T^B, , 	 	
_ i.1*. _
*^dn * "
Niiwrkl Mlla, To. 	


.



b<»n>od. ta. 	



da
Pioneer, T«u— — —
nrnimunml T
O1^ ' **"



da
dn
fc
nrahM* TWr
^™^^I ^"**






Bk*U, T=. 	



t



maj, T*X.
<*-



^_
f--TT***. T*x.
da
Hhitmy. T«. 	 4







"do * "*"

12.0
225
7*.*
1.73
2.60
.35
.00
.13
1.0*
9.0*
1.5**
2/1,6*9
*2
l.*0
-
5.25
3.*2
3.57

.37
2.91
2.19
*.75
io.m
/17.656
4.26
15.26
11}
3.03

11.9
22*.7
73.i
1.71
2.58
.35
.60
.13
1.01
9.00
1,533
2/1.6*5
*!.*
1.32
5.20
3.19
3.38


.33*
2.72
2.18
*.55
10.58
ifljeo
*.02
U.59
113
2.88
"W 19*0
Jo. 1923
Ihr. 19*1
Jtn. 1920
HIT. 19*1
Itae. 19*1
F«t>. 19*1
Jtm. 1937
F*. 19*1
— 1927
"u-. 19*1
*J 1936
*r. 19*1
F«b. 19*1
Aog. 1926
fcr. 19*1
ijr. 1925
F«b. 19*1
Julj 1932
Tib. 19*0
S^A. 1959
Apr. 1930
F*. 1935
F*. 1936
0«!. 19*7
D«. 196*
P«b. 1929
»7 195*
•or. 1955
An«. 1960
Aug. 1965
Apr. 1970
Jnlj 1956
3«pt. 1969
IOT. 1953
AK. 1960
Apr. 1955
J«n. 1957
Apr. 1962
J™ 1967
JiOj 1960
*o«. 1953
JalT 1961
Aa(. 1953
July 1961
Jan. 1961
Joo. 1965
JnlJ 1970
D«. 1959
tor. 1962
AH. 1968
tac. 19U
Apr. 1959
DM. 1951
S**.. 1966
Ihr. 1965
An*. 1966
Jn. 19*9
fc». 1970
Ju. 1960
S»t. 1967
33.6
17.75
20.75
19.5
*1
3.7
1*
4.8
25
14.6
15.9
7.6
19.6
4.9
1.0
11.8
17.0
25.25
4.75
5.0*
4.69
13.2
6.8
1.8
5.2
5.2
50
7.9
7.9
4.42
5.1
2.8
5.8
y
14.8
1.*
21.*
7.67
273
610
560
iA.637
1,275
10,7*1
9,032
33
29
20
1*
13
12.2
4.5
3.6
1.12
.80
102
93
183
173
1*9,925
1*5,720
135,963
39,378
33,717
31,588
22,026
15,*27
6*583
5,917
458.5
393.3
375.*
366.7
1,915
1,833.53
925.18
881.80
1,095
1,080
1,065
1,063
153.8
1*5.0
1,326.7
1,295.7
15.2
11.2
732.9*
708.*2
703.U
3.229.2
3,22*.7
3.223.3
'2,013,600
1.999.5CO
1,409.«1
1,367.81
3.164.99
3,157.99
10,731
9.515
6*5.79
635.49
—
—
:

-

-
_

1.011
.983
.917
1.1**
1.O28
1.23
1.05
1.00
.98
1.2*
1.19
2.821
2.688
1.98
1.96
1.93
1.93
2.435
2.296
4.755
4.644
.072
.053
1.38
1.33
1.32
1.6
1.6
1.6
2.70
2.62
1.85
1.85
.81
.72
1.60
l.CT
—
_

—

—
-
41.9
*2.2
•58.5
•58.5
•58.5
49.2
__
_
76.57

73.6

49.9
55
62.6
*8
0.67
.2*
.08
1.19
.058
.66
.16
.2*
.10
.63
.07
.361
.325
.695
1.28
.487
.236
.6*
10.40
2.69
1.41
1.19
2.00

.11
.527
1.**
.23
1.22
.22
3/.02
.55
.71
.3*
.49
.i£



— 3CS


— scs

— scs

scs
329
299
886
1.631
621
687

1.572
1,419
— SCS
3,335
5C3
IJn
wa

— SCS
250
— SCS

<*rs
2/2*
— CB
7*9.88
au>
— SCS
— SCS
512
721
-------
                                                                            UPPER BHAZ03 AND UPPER COLORADO RIVEH BASINS
54-a>
54-3
54-4
54-5
54-*«
54-7
5ve
54-9
54-10
54-U
54-12
55-1
56-1*
56-2
56-3
56~U
56-5
56-6
56-7
56-0
1KUI *V.UmO

mfWUlJ

Lain "iiert
Lfcks JHCO1.1 m IUJ.


Lak Th i tnn.
^*^* T~riWl^~M^U1


* ° ^^
^*Ul dn
1TI7 IT n

Lak *tBMfta
•juimiuia
Site 18 Valley Cr. Waterabed-


- . «?

Site 6 OlMltoa ft Garclaa
Creeks
.-









Kim Fork, Brazoa River — ~


Trib. of S. Concho River—


Trib. Valley Creek 	 •






, H4J..
An
Jingo o, ex.
j
Sweet t T
Mtwattr, «tt


Th ekrort T
nrocionorton. ex.


Robert Lee, Tex. — —
San Anel
"2 • CJC-




BiklH
fttlllngnr, TOI,
T
°rf ° ' °X"

3,294 3,119
110 108.8
44 42.8
11.54 11.32
478 268
32.00 31.88
1.60 1.53
360 352.3*
4.21 4.11
210 209
63.62 63.14
RIO GRANDE BASIN (BELOW EAGLE PASS)
Rio Grande City, Tex.- 13.19 12.94
RIO GRANDE BASIN (FORT QUITHAN TO EAGLE PASS) AND LOWE]
Cottonwood Detention 	 	 San Felipe Arroyo River 	 Fabens, Tex. 	 — — 2.34 2.19
Rattleanake Detention 	 —




Lowrey Draw, Site to. 9 	
Lowrey Draw, Sit* to. 1O 	
Lowrey Draw, Site to. 12 	
Lowrey Draw, Site to. 13 	
Site to. 1 Diablo Arroyo 	



da

Trlb. of Devlla River 	
I n -
*dn '*
Trlb. Lowrey Draw 	

do





"
do
do

0__ ^
. OX.
	 do 	
do
j
M

d
do



I/ Dam M3 raised 1 ft. In 1928. Capacity at 1928 apillway level.
2/ Latest drainage area by DSGS In 1964.
I/ Sediment pool only.
A/ Do*s not inclode 8,900 aq. ad. which ia considered to be noncontri touting to the total
5.15 10/2.81
2.34 2.31
.435 .430
2.77 2.64
8.43 8.20
4.38 4.19
1.07 1.02
29.89 29.51
6/ Original
In 1951.
?/ Spilluay
8/ Dam was i
Sept. 1948 27
Oct. 1930 —
Dec. 1938 8.2
Kay 1953 14.5
Dec. 1941 11.8
Sept. 1928 —
»0». 1941 13.2
Sept. 1918 —
June 1954 35.7
Aug. 1953 14.8
Kay 1950
Apr. 1961 10.9
Aug. 1955 18.2
June 1953
May 1966 12.9
Aug. 1964 —
June 1969 4.8
Nov. 1947
Aug. 1970 22.8
July 1970 24.75
June 1962
Sept. 1966 4.25
J PECOS RIVER BASIN
July 1937 —
July 1954 17
July 1937 —
July 1954 17
July 1954 17
Aug. 1955 10.75
June 1961 —
Feb. 1969 7.65
June 1961 —
Kar. 1969 7.83
Feb. 1969 7.65
Mar. 1969 7.74
Apr. 1965 5
Apr. 1970 5
storage capacity 2,0!
raised 2.3 ft. in Se]
•aised 13 ft. in 1940
9,786
11,485
10,294
2A2,628
13,810
13,287
8,133
7,618
8A.947
1,829
76,966
74,312
945.3
804.9
276
250
57,632.35
53,927.57
719.89
717.05
3,872.09
3,070.42
2,518.2
1,886.2
2,258.11
2,252.03
500
378
224.4
175.7
145.3
104.8
7.31
6.97
3/31.1
30.84
3/95
94.38
3/85.46
84.03
3/56.26
56.10
4,489.7
4,343.1
4,235.1
17,500 ac.-tt.
ft. 1948.
; capacity at

•.046
•.041
•.051
1.534
1.441

.369
.314
2.240
2.029
1.71
1.60
2.38
2.36
.28
.22
.59
.44
21.5
21.4
16.129
12.154
4.687
3.381
.222
.211
.49
.48
.68
.68
.68
.67
3.28
3.26
11.3
10.9
10.6
Adjusted 1
1940 splimay
•60
67.5
67.5
-

31.55
35.99
53.06
63.6
42.56
69
37
39
6/75


—
69.6
64
64
64
64


a 1963 fir del
el evation.
.21
.046
.023
.41
.91
.29
.67
.40
.93
.82
.14
.17
.40
.11
3.28
1.02
1.03
.074
.01
.01
.04
.02
"".86
.ailed ran
274
68
34




199
525
462.17
1,288
760
210
137
340
179.69



-

112
17.5
13.5
62.2
28.2

1,129.5
SCS
SCS
SCS
scs
scs
scs
scs
scs
scs
sss
scs
scs
scs
scs
scs
scs
ABS
IBS
ABS
ABS
SCS
   ,  •!. drainage area,
   f tha 3,558 a*. •!.
Is raaarvolr aorfl.ee ana at elevation 571.
   5/  For the 3,558 9q. «i. area between Poaam KlngdOH and Utitney Da*3, excluding 77.8 sq. mi.
which 1                             -    .   —
3/  Date atorage began has not been verified.
10/  Includes Hucco Watershed but doea not include  Roberta Watershed.
*    Estimated or assumed.
-------
                                                                                                                   SUMMARY OF

                                                                                 RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACHE-FT.
PEB



SPECIFIC
•EIGHT
DRY)
La PER
CU. FT.)


AVG. ANN

ACCIMULATON
PEB SO. ML
OFNETDB.
AaEAFOR
PE8MDSBOWN

AC.-FT. | TONS


ACQICY
SUPPLYING
DATA


CO
57-2


57-3«

57-4

57-5

57-6

57-7

57-8

57-9

57-10

57-11

57-12

57-13

57-14

57-15.



57-16

57-17


57-18

57-19


57-20

57-Z1
                        58-1

                        58-2.
                                                                                                   RIO CHACJE BASH (ESPjUKO TO TOBT QUITKLN)
                                                               Snt* Cm Bin
                                   Cornn«ld >** (1).
                                                               Trio, of Bio PMroo M
                                   Camruid Vufe (2)-
                                   CemfUU IkA (3)-
                                   Comn«U »* (13)-
                                   Sou Ul> 
S^t.
Sopt.
Oet.
Ap-.
S«i.t.
Apr.
Apr.
July
1915
1916
1920
1925
1935
1940
1947
1957
1969
1938
1957
1929
1956
1951
1960
1951
1960
1951
1960
1951
1960
1951
1960
1951
1960
1951
1960
1953
1960
1952
1960
1952
1960
1954
1960
1953
1958
1959
1965
1952
1962
1959
1967
1962
1968
1962
1969
1969
1957
1967
1958
1967
1931
1940
1936
1940
1943
1944
1964
1907
1941
1956
1.9
3.7
5.0
9.7
5.5
6.5
9.75 i
12.2
19.9
27.4
yio
4/10
4/10
4/10
4/10
4/10
4/10
4A
V
V»
V
i/4.25
lA-«7
.5/6.33
7.8
6.7
6.3
.7
10.25
9.1
9
3.25
3.08
0.50
20.42
34.00
15.25
2,634,800
2,584,865
2,498,850
2,389.380
2,270,300
2,219,000
2,197,600
ft.206.780
2,137,219
345,872
30,990
4,464
3,758
24.0
10.3
54.1
45.1
5.9
2.6
22.1
17.4
9.2
3.0
4.6
3.1
7.4
.3
17.9
17.8
16.3
12.0
22.6
19.6
59.9
19.0
117,213
115,821
113,874
112,809
•3.0
73.21
68.79
232
160
111
69
37.5
204.71
190.82
170.91
141.25
1,180
1,150
156,750
146,071
130,290
132,171
110,655
7,600
' 6,633
5,647
2.20
2.31
.190
.160
1.446
.620
3.127
2.6O7
.711
.313
1.277
1.006
.474
.155
.948
.639
.561
.023
6.630
6.593
.676
.498
.958
.831
2.155
.683
2.844
2.810
2.763
2.737
.120
15.9
14.9
6.9
4.76
8.9
5.5
3.0
•1O.1
•9.4
15.4
12.7
.946
.881
.786
.797
.668
to
•5.9
60.0
62
80


-
-
-

-
-
•75.7
•75.7
•75.7
111
•100
•110
•110
98.}
85
•73.5
•73.5
•73.5
76.7
1.02
.899
.846
.475
.361
.127
.22
.0761
.27
4.89
1.06
1.32
.40
.60
1.67
2.1}
.01
.51
.58
2.43
.317
1.128
.162
.62
.64
3.30
6.03
27.16
.35
1.55
.083
.876
1.03
.281
4/.0263
.0599
621
182
357
41O
—

—


-
-
5Z3
1,860
267
—
1.547
7,187
14,446
102,597
750.9
2,869
1.410
1,649
450
a
3C9
aa
OS
at
09
aa
08
OS
OS
OS
OS
OS
a
PS
scs
30
SCS
scs
scs
scs
em
m
-------
            •IcKlllan (Lake McMillan)
58-5
58-6

58-7

58-«

58-9
58-11

58-12
58-13

58-14
60-1

60-2.
60-3

60-4
            Lake Pleasant-
                                            agns. rrl» BlTer—
            San Carlos (Coolldge OaaO	   Gil* BIT.
            Stock Tank Ho. 16 (Bryee DaaO   Butler wasb-
            Rooserelt-Salt BlTer Project-   Salt Kiver ft Toato Creek—





da

Capitan. B. Hex. 	

do
da

do
GO

!>~


do
j









do
do

do





fc
COLCRAOO HI
Villiaaa •

irt
^^ ^ *"•"-
j
do


Bn» x"

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	 do 	
do


- -
122



12
.57
.69
.19
.24
1.56
.71
i.ao
9/.16
VEB BJSIli (BELOW
ad Lover Cll» BIT
GIL* RIVES BASK
1,450 1
12,900 »U
.69
5,760 5

—
93.92
-
12
.57
.69
.19
.24
1.56
.71
1.80
2/.16
HOOVER DU
er Basins
,U4
,9OO
.69
,760
-

Jane
HOT.
*»y
Jane
Dec.
Jan.
Joly
"ay
Oct.
"»y
Mar.
Feb.
Jan.
Feb.
Oct.
Feb.
Oct.
Feb.
Oct.
tkr.
"ay
»pr.
Oct.
Mar.
Dec.
Jan.
Jan.
Oct.
HOT.
Oct.
Ha-.
"ay
Jan.
Oct.
Oct.
Mar.
Oct.
Har.
Oct.
1)
Apr.
Feb.
SOT.
Feb.
Jan.
Jan.
Har.
"ay
Dec.
Oct.
Sept.
Jan.
Jan.
Jan.
1904
1910
1915
1925
1932
1940
1956
1959
1959
1961
1962
1963
1965
1955
1965
1955
1965
1955
1965
1955
1957
1959
1965
1955
1956
1958
1959
1965
1954
1965
1955
1957
1958
1958
1965
1955
1965
1955
1965
1928
1941
1928
1935
1937
1947
1966
1936
1941
1909
191*
1916
1925
1935
1939
1946
10.42
6.42
4.50
10.08
7.50
7.08
16.50
.42
1.58
.83
.92
1.92
10.67
10.67
10.67
2.17
1.91
6.50
1.75
1.08
1.00
6.75
10.92
2.17
.67
.75
7.00
10.67
10.58
12.9
6.3
1.9
10.0
19.6
5.2
5.7
1.8
8.9
9.3
4.0
7.O
73,000
61,500
45,500
42,000
40,500
38,655
2/39,400
4,972.14
4,946.54
4,896.60
4,818.00
4,796.41
4,749.54
4.77
3.52
7.20
1.59
4.09
1.59
2.21
1.60
1.52
.49
5.45
4.30
3.62
3.02
.55
23.78
16.05
20.19
18.04
17.99
17.58
16.05
15.60
2.20
6.55
5.77
184,500
176,456
1,266,837
1,232,725
1,230,695
1,209,343
1,170,118
11.43
5.13
1,522,200
1,495,460
1,460,150
1,425,813
1,418,013
1,398,430
1.181. 180
                                                                                                                                                                    .344
                                                                                                                                                                    .276
                                                                                                                                                                    .232
                                                                                                                                                                    .172
                                                                                                                                                                    .159
                                                                                                                                                                    .153
                                                                                                                                                                    .1*6
                                                                                                                                                                    .1*9
 •70
8/62.4

 «75
  75
  75
  75
  75

 •75

 •75

 •75

 •75
 •75
 •75

 •75
 •75
 •75
 •75
 •75
 •75
 •75
 •75

 •75

 •75
                                                                                                                                                                   6.051.
                                                                                                                                                                   5.891
                                                                                                                                                                   5.882
                                                                                                                                                                   5.780
                                                                                                                                                                   5.592
                                                                                                                                                                    1.853
                                                                                                                                                                    1.809
                                                                                                                                                                    1.767
                                                                                                                                                                    1.757
                                                                                                                                                                    1.733
                                                                                                                                                                    1.712
 •70
 •70
 •70
 •70
 •70
 •70
.116
.120
.238
.023
.013
.017
.004
_
.65
.34
1.01
.25
.26
.01
—
.92
__
.34
_
1.46
.24
.83
2.75
2.63
2.49
1.53
_
.45
—
1.39
.14
.76
.31
_
.70
.46
_
	
_
_
—
_
	
—
1,060
555
1,649
we
424
16
	
1,500
_
554
_
2,380
391
1,352
4,555
4,280
4,130
2,519
__
734
_
2,262
228
1,241
505
__
1,1*2
752







SCS






SCS

SCS

SCS


SCS




SCS

SCS




SCS
SCS

                                                                                                                                                                                           .432

                                                                                                                                                                                           .455
                                                                                                                                                                                           .090
                                                                                                                                                                                           .179
                                                                                                                                                                                           .168

                                                                                                                                                                                          1.75

                                                                                                                                                                                           .819
                                                                                                                                                                                          3.350
                                                                                                                                                                                           .670
                                                                                                                                                                                           .145
                                                                                                                                                                                           .850
                                                                                                                                                                                           .418
1,248
5,107
1,021
  221
1,296
  637
   J/  Total storage shows a gain of 9,180 ac.-ft.  since 1947 surrey attributable prinarily to compaction.
   2/  Include!) 2,940 aq. ml. In closed basin in San Lois Valley. Colo.
   3/  Drainage area between gaging station below Elephant Butte Daa and gaging station below Caballo Du
less original water surface area of Caballo Reservoir at elevation 4,225.3.
   4/  Bnnoff seasons.
   5/  Ti»e periods adjusted.
       Coapteted aedlarat for 1,060 aq. Mi.; values for 16,030 aq. mi.  are given In appendix
  of reservoir area  below spi
                                                                                                                    I/  Increase in capacity du« mlnly to eoapaction.
                                                                                                                    8/  Only surface  samples (1.0-3.1 ft.) in apprcudjmtely
                                                                                                                 crest.
                                                                                                                    2/  Drainage area is 100 ac. plus pipe flow fro* Pearson 111.  i-hicn has a dnlnagv area of
                                                                                                                 10 ac.. plu« pipe and easi-gency spill.i»y flow  from PWraon flB, uhlcb bas a drainage area of
                                                                                                                 1.80 aq. a!.
                                                                                                                    *   Eotiaated or  assumed.
-------
                                                                                          SUMMARY OF


                                                                RBSEBVOIB SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970

.DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET


DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVa ANN.
INFLOW
(ACBE-FT.
PEB
ACHWD

SPECIFIC
IEIGHT
PRY)
LR PER
31. FT.)


AVG.ANN.
ACCUMDLATDM
PEBSQ. ML
OFNETDB.
AREA FOB
PERIOD UUBN
AC.-FT. | TONS

ACENCY
SUPPLYING
DATA


                                                                                   CIL> una usn
T
UI
o













6O-12



60-14

6045






60-19*

6O-2O



6O-22

60-23*



AOiTft*
nm

60-25

60-26

6CW7
65-28
6O-29

60-30

60-31

60-32
60-33
60-34

60-55

60-34














DM cwhM» •». * w—














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do
do
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fluflj Ifc^t nm.1 II _ 	
.
ItmiMt-CteflUr fend 0,







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do
do

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— Mb. of tdloax Dry Tifct


dn

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da
dn
da
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dn
do







— 1Mb. of QBMD Cf**k
^te


dn
do
dn
da
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— 1Mb. of Brawn's Gunjou
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— J.U.^fc* 	
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n Irl
larvae*, ****-

da
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3olom, Aria. 	



*










^




*
— .9
• MM

1 HM

•»








.7*
> win










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- .65






— 2A.88
— .29




- k.60
- —


'

1O.9«








6




	
.9







•7.O

















1.09
.65




,
3/'
2A-«
.29




4.57

.



HB-*
fW .

!J***







B0».


Jan*
—
Jan*

Jan*


^^'.






Jan*
.
iS*
. •

j T
fc»"
Qet
•BT
•or.







j i
O!A
Oet.
fcy
!hj
Jan*
"*•
™T*


Jan.
July






invtt

ia»









I960
1954

























1931
1944
1961




1965
1945
1965
1960




1957
1964
~~




«»









u


19
—
°

22

*v





~
~~


10







"


-

17




•U
20
—





.6







" »•»

•»"rt



60




3.9
6.00














*«







19.10


2.10
9.33
8.95




.67
7.61
4.08
10.09


6*64

158.79
153.16






.218
°

«VM








1.083
.368

""




.100
""
non
















.197
1.346
1.291




.209
.759
.407





•1.049
•1.784






"

a«n







•"

•85




v**"






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—




•"•


"~
"•
, .,
" "




60


ACM

91.97
77.12






•76.9




__—












.26
.7$












"



~T









-

.034

.11
"
.U
.09
.094






.39
-*







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—

1,388
—


~"






L"1





—


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"
""

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100
158






653.2



















3C3



















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SC3
sea

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•»•

3C3
SC3


^^^

set

-------
            Time Bar B Debrli
                                            Trib. of Bock Creek-
 6O-38*
60-41

60-42

60-43

60-44

60-45

60-46

60-47

60-48

60-49
            Oak Creek Reservoli
                                    	Trib.  of Zuni
   I/  Drainage area includes 1.87 sq.  nl.  diverted  fro» HaNk Hollow.
   J!/  Beservoir was full of sediment In 1954.
   J/  Constructed 1943,  cleaned 1953.
   V  Constructed 1941,  cleaned 1952.
   £/  This reservoir is  downstream froa Upper Foote Wash Reservoir.
froa the 4.1? sq.  id.  above  this dan.
   6/  Based on total drainage area of  5,812 sq. mi. before  construction of Horseshoe Dam upstream.
   2/  Increase in capacity  probably due to compaction.
   8/  Capacity increased 76,13O ae.-ft.  by installation of  spillway gates in June 1950.
Boosevelt, Ariz. 	

	 do 	
rt
°
	 do 	


	 do 	
Efi=
°


zzzatiriiiii
ZZ^^IIIZZZZZ
	 do 	


	 do 	
	 do— 	
A
	 do 	
	 do 	
Tombstone, Ariz. 	
	 do— 	
	 do 	
Crown King, Ariz. 	
Prescott, Ariz. 	


Scottsdale, Ariz 	
r°> , r _.
Wickenburg, Ariz. 	

.073 .073 Aug. 1959 —
— — Oct. 1960 1.17
— — Oct. 1962 1.00
— — Oct. 1964 2.00
— — Oct. 1966 1.00
Oct. 1967 1.00
— — Oct: 1969 1.00
.149 .149 Aug. 1959 —
— — Oct. 1961 1.00
— — Oct. 1962 1.00
— Oct. 1964 2.00
— — Oct. 1965 1.00
— — Oct. 1966 1.00
— — Oot: 1968 1.00
— — Oct. 1969 1:00
— — Oct. 1970 1.00
— — Oct. I960 1.17
— — Oct. 1961 1.00
— — Oct. 1964 2.00
— — Oct. 1965 1.00
— — Oct; 1967 1.00
Oct. 1968 1.00
— Oot; 1969 1.00
.107 ,107 Mar. 1963 —
— — Oct. 1964 1.0
— — Oct; 1965 1.0
— Oct. 1966 1.0
0 t* 1<*S 1 O
— Oct. 1969 1.0
— — Oct. 1970 1.0
.6 .6 June 1961 —
- — June 1967 6
.4 .4 June 1963 —
— — June 1967 4
.85 .85 — 1934 —
— — Nov. 1969 36
18.14 *10 Nov. 1962 —
4.69 *4.69 — 1939
.06 .06 Apr. 1941 —
- — Aug. 1970 29.2

.79 .77 Kay 1956 —
Sept. 1970 14.3
.13 .129 "ay 1965
LITTLE COLORADO AND SAN JUAN RWEi BASINS
Zuni, N. Hex 	 9.41 9.41 Oct. 1954 —
	 do 	 - — May I960 14/6
5/ Drainage area is smallest are*
10/ Storage capacity at original
elevation 0.53 ac.-ft.
ll/ Basin cleaned as needed to me
,tle or no sediment is contributed 12/ Includes sediment trapped abe
                                                                                                                                                       11/.23
                                                                                                                                                       U/.08         .002
                                                                                                                                                       11/.21        .01
                                                                                                                                                       U/.04
                                     17
                                     14
                                     13.5
                                     42.4
                                     35.6
                                  1,472
                                  1,460
                                     89
                                     58

                                      1.529

                                     21
                                     79.1
                                     77.3
                                       .99
                                       .91
                                                                                                                                                       334.8
                                                                                                                                                       148.0
                                                                                                                                                                     .004       —
  .6
  .6
 1.7
 1.7
  .44
  .37
 1.07
 1.06
 «.32
•1.91

 6.63
20.37
20.39
 1.59
 1.46
                                                 1.425
                                                  .630
•uo
•uo
•uo
•uo
•uo
•uo
•uo
•uo
"UO
•uo
•uo
•uo
•uo
•uo
"110
•uo
•110
•uo
•uo
•uo
•uo
•uo
•uo
*uo
•uo
•uo
•uo
•uo
•uo
•110
"110
•uo
•uo
"UO
•uo
•uo
•uo
•uo
75
75
-
—
-
-
74.8
12/18.77 12/44,969
12/4.66 12/U.159
0 0
12/.55 12/1. 31 J
12/.14 12/328
12/.27 12/656
0 , 0
12/.14 12/328
0 0
0 0
12/5.57 12/13,345
12/.67 12/1,608
12/.67 12/1,608
0 0
0 0
12/.34 12/804
0 0
0 0
a o
0 0
12/12.70 12/30,427
12/3.73 12/8,937
12/.63 12/1,521
12/.04 12/95
12/.08 127190
12/.08 12/190
0 0
0 0
0 0
0 0
0 0
12/.37 12/886
12/.09 12/224
12/.19 12/448
0 0
0 0
0 0
12/.08 13/2,016
.2 326
.25 410
.22 —
.197 —
.236 —
.09
.21 342
                     —     scs
94.1

88.2
         :apaclty at original spillway crest elevation - storage capacity at eroded  ap.nt.ay

                 needed to maintain capacity.
                t trapped above spillway level.
 	-—ing storm of 9-5-70 and undetermined amount of sediment escapea from pond.
Runoff seasons.
Estimated or assumed.
-------
                                                                                         SUMMARY OF

                                                             RESERVOIR SEODIENTATION SURVEYS MADE 01 THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET



DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.
INFLOW
(ACHE-FT.
PEB


PECIPIC
IEIGHT
DRY)
L& PER
CU. FT.)

AVG, ANN.

ACOMOLATDM
PEBSQ.ML
OF NET OB.
AREA FOB
PEBIODSBOWN
AC.-FT. | TONS


AOUCT
SOPPLVniG
DATA

                                                                         Limi OCiOBlDO UD SU JUUI BIVD USED (ContlDMd)
en
to
61-3
61-4
61-5
61-6
61-7
61-8
62-1
62-2
62-3
62-4
62-5
624
62-7
62-8
62-9
62-10
62-11
62-12
62-13
62-14
62-15
62-16
62-17
63-1



atooajaiil Trtb.. COtT V-*. 1 •tan





"aw Tuj* ^r^"(%* nwi]i1 "*•"













Sroalon Control Stroctor*.









Bonlo taaaeh Oafarla Baaln A- Trlb. Tlptjin Uvar 	
















do rtn
do do










CUy Bprlng*, Art.


COLORADO am
Booldtv City, Bar.










Bun-loan*, Otah 	

St. OMTC«, Otah—



7~







rln



T*


COLORADO
Otmiaoa,

















R BASH (HALLS CBOS








rli. 1.77


	 9.2

	 .03


















HIVEH BASII (ABOTC
Dolor** and Pram










2.45 —


.10 Jan.
tgjMQ TO BOOna DAM
67,600 Pab.


57.63 Oct.


1.77 —
5/3.49 —
9.2 Jan.
— Jan.


.32 —









— In.
— fcr.

.17 —
BALLS CS033UO)
It RlT«r Buliu
1.49 fcj
— fer.
— tor.
1962
1966
1943
1968
1947
1968
1948
1968
1938
1968
1944
1968
1964
1968
)
1935
1948J/
1951
1965 i
1956
1965
1962
1965
1935
1965
1955
1965 &
1957
1958
1965
1941
1966
1941
1966
1944
1966
1944
1966
1949
1966
1946
1966
1922
1965
1943
1966
1956
1966
1956
1966
1957
1958
1959
1961
3
4
25
21
20
30
24
4
13.7
A4
8.9
3
30
AO
•1
7.8
25
25
22
22
17
20
43
23
ID
10
1.6
1.0
2.0
1,259.4
-1,118.$
6.04
4.02
3.09
1.38
1.50
1.27
10.13
9.10
:76
.61
1.39
1.35
31,250,000
29,827,000
.697
.140
54.93
36.58
.95
.22
6.008
2.247
7.10
2.77
223.0
216.4
140.8
•.2
•.2
n.s
•1.0
•20
•7.0
•20
•2.0
•2.0
•1.0
201.52
199.35
196.27
190.38
2.0
1.7
•.79
•.52
•.35
•.16
•.23
•.19
.15
.14
.09
.07
.52
.50
2.140
2.043
.327
.066
.178
.119
.468
.in
.887
.332
•1.517
1.472
•.958
•.63
•.06
•5.3
•Lo
na
•3.2

•3.3
•.2
3.336
3.300
3.250
3.152
67
80
101.6
77.9
80
87.7
93.4
89.3
J/6S
97
72
105.7
87.2
•80
•80
•80
92
90
•SO
•90
78
87.5
•75
94
72
80
-
0,69
.89
.17
.15
.044
.014
.02
.10
.620
4/.10
.035
.63
.098
4/.12
.72
1.05
I/.2J
2/.017
7/3.35
2/.61
2/.T6
1/.42
.34
I/.oo
2/1.79
*"
.91
2.07
1.97
1,007
1.551
376
250
79
27
41
194
877
211
55
1.450
186
209
1.255
1.830
461
33
6,566
1AS6
1,290
800
555
m
ijtao
662
^
-------
                  63-2        Bad«ar Huh Kaat Tmn (21)—
                  6V3        BMfear Hub LoMr OU Hall  (3*) •
                  63-*        bit Bula (11)-
                  63-3        KUdlo Bull (12)-
                  63-6a       Pralrla Dot (*•>-
Ol
CO
                                       (13)-
                  63-8a       Oppar Banka (U)-
                  63-9
                              Mart Tidn (2-1)-
                              —40	
                     ^  lot adjusted for mamoua Mall raaafiuiro.  Bonoff uMd to oo^nt* CA ratio wa not
                  adjutad for upitraaa dlTariioa.
                     2/  Parlod of mrrar «• rrai Mar. 1948 - Ihr. 1949.
                     V  Baaad on umuml and aatlJBtad aadljant Inflow of 2,000,000,000 toot In 13.7 71-. p«rlod.
                     I/  latlMtad affaetlTa Ufa of pond 1> 5 IT. 1951 - 195*.
                     5y  Baaarrolr la off aaln okannal.  Katimta laaaimlr intaroapta 1/3 of flow and aadlMat
                  fro» total dralnua ma.
                         IffootlTa llfo of raaarrolr U aatimtad >t 8 jr. atom In 1963 flllad raaarrolr and
.167         .169   D*e.  1953    —              6.30        .97?       —     —           —     0»
                                                k.a        .679       —      6.91        —
                                                4.47        .679       —      0           —
                                                3.98        .605       —      2.97        —
                                                3.98        .605       —      0           —
                                                3.65        .555       —      2.00        _
                                                2.43        .369       —      3.70        —
                                               12.90       t.813       —     —           —OS
                                               12.65       a.720       —      2.91        —
                                               12.65       4.720       —      0           —
                                               12.55       4.683       —      1.82        —
                                               12.55       4.683       —      0           —
                                               12.33       4.6CO.       —      4.00        —
                                               12.12       4.522       —      1.82        —
.089         .087   *pr.  1954    —              5.45       1.135       —     —           —     08
                                                4.92       1.025       —      2.30        —
                                                4.7o        .991       —      1.84        —
                                                4.65        .969       —       .69        —
                                               16.93       2.996       —     —           —OS
                                               15.87       2.809       —      4.66        —
                                               15.38       2.722       —      5.57
                                               15.32       2.712       —       .34        —
                                                3.05       4.36        —     —           —03
                                                2.64       3.77       «90     11.8     23.130
                                                2.64       3.77       *90      0           —
                                                2.49       3.56       <90      6.82    13J65
                                                2.49       3:56       *90      0
                                                2.43       3.47       «90      1.73     5.346
                                                i.»       3.26       <90      3.18     6.682
                                                2.17       3.10       «90      2.27     4.900
                                                2:O3       2.90       «90      6.36    12^74
                                                1.82       2.60       <90      9.53    18.711
                                                1.91       2.73       «90     —           —
                                                1.80       2.57       <90      5.50     9.801
                                                1.66       2.37       «90      6.36    10.494
                                              8/2.52       3.60       «90      0           —
                                                2.50       3.57       «90      2.27     4>55
                                               27.25       1.854       —     -           —     08
                                               24^5       1.690       —      1.93        —
                                               23.44       1.595       —      2.96        —
                                               22.26       1.5U       —      1.24        —
.066         .066   Dao.  1953    —              8;30       3.81        —     —           —OS
                                                7.59       3.48       «90      6.68    13.094
                                                7.59       2.56       «90      0'          —
                                                7.34       3.37       «90      3.78     7.425
                                                7.34       3.37       «90      0           —
                                                7.O4       3.23       *90      4.55     9.061
                                                6.70       3.07       «90      2.73     5,198
                                                6.59       3.02       «90       .83     1.634
                                                6.55       3.00       <90       .60     l.lffl
                                                6.10       2.84       <90      6.82    13.363
                                                6.16       2.82       a9o   j/—           —
                                                6.00       2.75       «90      2.41     4,752
                                                5.48       2.51       «90      7.84    15,444
                                                5.54       2.54       «90   3/—           —
.148         .148   Oa«.  1953    —              6.30       1.31        —     —           —     OS
                                                4.38        .91       «90      8.10    15.878
                                                4.38        .91       «90      0           —
                                                3.90        .81       «90      3.24     6,357
                                                3.90        .81       -90      0           —
                                            12A5.08       3.13       <90      1.49     2,914
                                               13.86       2.88       •»      4.12     8.079
                                               13.52       2.80       «90      1.15     2.252
                                               12.39       2.57       «90      7.64    14,966
                                               12.06       2.50       «90      2.23     4.371
                                               12.10       2.51       «90   2/—           —
                                               11.53       2.39       «90      3.85     7.549
                                               10.56       2.09       <90      6.55    12^47
                                               10.64       2.10       «90   2/—           —

           Inolud.3 dapoaltlon abora aplUiBj eraat lanl.
           Baaanolr elaanad In Jma 1970.
           Capaoitj Ineraaaa.
            Dw and apllKaj ralaad In 1959.
                      or umad.
.165






.055






.087



.088



.022














.477



.066













.148













Dae.
J»U
*>T.
Oct.
•or.
ft>*.
•or.
Oae.
J*U
lOT.
Oct.
fcT.
fc».
•or.
ipr.
•or.
Dot.
lOT.
*pr.
>OT.
Oct.
•or.
Dao.
JB17
•or.
Dot.
•or.
•or.
HOT.
•or.
•or.
•or.
fcT.
Oat.
lOT.

Dot.
Apr.
ROT.
Oat.
lor.
Dao.
July
toT.
HOT.
•or.
•or.
fcT.
HOT.
•or.
«o».
tor.
Oct.
(or.
HOT.
Dao.
Jnljr
fcT.
Oat.
•or.
BOT.
•or.
•or.
HOT.
•or.
•or.
Oat.
«0».
MOT.
19»
1955
195*
1957
1958
1959
1961
1953
1955
1956
1957
1958
1959
1961
1954
1956
1957
1959
1954
1956
1957
1959
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1970
1970
1954
1956
1957
1959
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
—
1.6
1.4
1.0
1.0
1.0
2.0
-*
1.6
1.4
1.0
1.0
1.0
2.0
—
2.6
1.0
2.0
_
2.6
1.0
2.0
_»'
1.6
1.3
1.0
1.1
1:0
2.0
2.0
1.0
1.0
liO
1.0
1.0
1.6
.4
—
2.6
1.0
2,0
— •
i:6
1.3
1.0
1.1
1:0
2.0
2.0
1.0
1.0
1.0
1.0
1.0
1.0
__
1.6
1.3
1.0
1.1
1.0
2.0
2.0
1.0
1.0
1.0
liO
1.0
1.0
-------
                                                                                                              SUMMARY OF

                                                                           RESERVOIR SEDIMENTATION SURVEYS HADE IN THE UNITED STATES THROUGH 1970

DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)


TOTAL | NET


DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT
PER


SPECIFIC
rciGHT
DRY)
LR PER
CU. FT.)


AVG. ANN.
SEDIMENT
ACCUMULATION
PEBSQ. Ml.
OFNETDB.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS

AGENCY
SUPPLYING
DATA



                                                                                              OXOUDC Rim BASIN (ABOVI HALLS CBOSSIIB)
                                                                                        Ounalion, Doloru and Pronont  BlTw Bailni (Continued)
               63-10       Oil Itall (}-»)•
                                                         Trlb. of
               63-11       Wady Point (4-8)-
Ol
£>•
               63-12
                                (2-B)-
               63-13
                           iorth Buln (3-B)-
                                                                                                                 0.059
                                                                                                                             0.059
                                                                                                                  .158
      DM.
      July
      HOT.
      Oct.
      HOT.
      HOT.
      NOT.
      NOT.
      HOT.
      HOT.
      HOT.
      Oct.
      HOT.
      HOT.
      Oct.
.019  D«e.
      July
      HOT:
      Oct.
      Nor.
      HOT.
      HOT.
      NOT.
      HOT.
      NOT.
      HOT.
      Oct.
       HOT.
       DM.
       July
       HOT.
       Oct.
       HOT.
                                                                                                                              .158
                                                                                                                                     Nor.
       NOT.
       Oct.
       HOT.
       HOT.
       Doc.
       July
       NOT.
       Oct.
                                                                                                                                     HOT.
                                                                                                                                     Her.
                                                                                                                                     HOT.
                                                                                                                                     HOT.
                                                                                                                                     HOT.
                                                                                                                                     Oct.
                                                                                                                                     Nor.
                                                                                                                                     Nor.
                                                                                                                                     Oct.
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
1970
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
1953
1955
1956
1957
1958
1955
1961
1963
1964
1965
1966
1967
1968
1969
1953
1955
1956
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
1970
 1.6
 1.3
 1.0
 1.1
 1.0
 2.0
 2.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0

 1.6
 1.3
 1.0
 1.1
 1.0
 2.0
 2.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0

1.6
 1.3
 1.0
 1.1
 1.0
 2.0
 2.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0

 1.6
 1.3
 1.0
 1.1
 1.0
 2.0
 2.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0
  12.92
  12.18
  12.18
  11.90
  11.90
  11.64
  11.31
  11.25
  11.21
  10.73
  10.82
  10.62
  10.15
  10.13
   9.99
   4.52
   4.31
   4.31
   4.19
   4.19
   4.16
   4.14
   4.12
   4.03
   3.89
   3.89
   3.81
   3.74
   3.83
   8.45
   6.05
   6.05
   5.94
   5.94
2/24.80
  24.18
  23.89
  23.45
  23.15
  23.23
  22.86
  21.88
  22.12
   8.10
   7.69
   7.69
   7.58
   7.58
   7.51
   7.38
   7.10
   7.05
   6.81
   6.81
   6.54
   6.07
   6.18
   6.13
5.71
5.39
5.39
5.26
5.2*
5.15
5.00
4.98
4.96
4.75
4.79
4.70
4.49
4.48
4.42
9.62
9.17
9.17
8,91
8:91
8.85
8.80
8.76
8.57
8.11
7.96
8.15
2.14
1.53
1.53
1.50
1.50
6.28
6.12
6.05
5.94
5.86
5.88
5.79
5.54
5.60
4.60
4.37
4.37
4.31
4.31
4.27
4.19
4.03
4.00
3.87
3.87
3.72
3.45
3.51
3.48
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90

•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90

•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90

•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
   7.80
   0
   4.75
   0
   4-tO
   2.71
    .n
    .68
   8.14

   3.39
   7.96
    .34
   2.38

   6.85
   0
   6.32
   0
   1.58
    .53
    .53
   4.74
   7.37
   0
   4.21
   3.68
l/-

   9.50
   0
    .70
   0
   2.15
   1.96
    .95
   2.78
   1.90

^.H
   6.20
l/--

   5.42
   0
   2.29
   0
   1.46
   1.46
   2.92
   1.04
   5.00
   0
   5.63
   9.80

"I*
15.2*9

 9.302

 8.638
 5,482
   997
 1,329
15,947

 6.645
15,615
   664
 4.651

13.427

12.380

 3,095
 1,032
 1,032
 9,295
14,443

 8,253
 7.222
18,622

 1,365

 2,840
 3,846
 1.110
 5.459
 3.722

 4,590
12,158


10,624

 4.492

 2.859
 2.654
 5.717
 2,042
 9,801

11,026
19,194

 2,042
-------
               63-14
               63-15
               63-16
               63-17
01
Ul
              63-18
                                                                                                                 .084        .084
                                                                                                                 .0116       .011
                                                                                                                 .008
                                                                                                                            1.04
Doc.
Jnlr
•n.
Oct.
HOT.
HOY.
HOT.
HOT.
HOT.
HOT.
HOT.
Oct.
HOT.
•or.
Jalj
HOT.
Oct.
HOT.
HOT.
HOT.
HOT.
July
HOT.
Oct.
HOT.
HOT.
HOT.
HOT.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct:
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
oct:
Oct.
Oct.
Oct.
Oct.
Oct;
Oct.
Oct.
Oct.
1953
1955
1954
1957
1958
1959
1961
1963
1964
1965
1966
1967
1968
1969
196;
1965
1966
1967
1968
1969
1970
1965
1965
1966
1967
1968
1969
1970
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
_
1.6
1.3
1.0
1.1
1.0
2.0
2.0
1.0
1.0
1.0
1.0
1.0
1.0
—
.30
1.0
1.0
1.0
1.0
1.0
_
.28
1.0
1.0
1.0
1.0
1.0
_
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
—
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1:0
1.0
1.0
1.0
1.0
1.0
1.0
i;o
1.0
19.80
19.17
19.17
19.17
19.17
19.17
18.85
18.74
18.72
18.38
18.42
18.25
17.63
17.60
 1.877
 1.851
 1.860
 1.852
 1.842
 1.841
 1.837
 1.686
 1.644
 1.651
 1.634
 1.637
 1.619
 1.613
8.69
8.41
8.41
8.41
8.41
8.41
8.27
8.22
8.21
8.06
8.08
8.00
7.73
7.72

2.64
2.66
2.65
2.63
2.63
2.62
3.24
3.16
3.18
3.U
3.15
3.11
3.10
                                                                                                                                                                                                           —     rs
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
_
_
~_
«
~_
—
_
„
„
_
„
_
_
_
_
__
_
_
—
„
„
_
_
__
_
_
—
_
_
_
_
__
	
__
—
4.65
0
0
0
0
1.90
.59
.24
4.05
i/-
2. O2
7.38
.36
7.91
l/-
.73
.91
.09
.36
18.8
l/-
2.13
l/-
2.25
.75
.032
.016
_
_
.026
.051
.031
.006
.010
.004
.012
—
M
.018
.004
.005
.008
.010
.011
.003
.012
.016
.006
.004
.004
.001
.009
.001
.001
.005
.001
.0004
.001
.002
.005
9.095
O
O
0
0
3,734
1.283
467
7.934

3.967
14.468
700
15.500

1.420
1,780
178
710
36,850

4,165
-«
4,410
1,470
65.28
32.64
0
0
53.12
101.76
62.08
12.48
20.16
8.96
23.68
0
0
36.16
8.0
10.32
17.96
22.45
24.66
6.4
26.88
35.52
3.2
7.6*
7.68
1.60
19:84
1.28
2.24
11.20
1.28
.83
1.81
3.46
10.71
                                                                                                                •  btlmtod or
                     DHt 
-------
                                                                                             SUMMARY OF
                                                          RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACBE-FT.
PER
ACBt-r-li


SPECIFIC
(EIGHT
|DRY)
tLB. PER
CO. FT.)


AVG. ANN.
SEDIMENT
ACCUMULATION
PERSQ. Ml.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                             COLOBiDO BIVBt B*SI» (tBOTE HALLS CBOSSIKG)
                                                                       Ounnison, Dolores and rremont Blver Begins (Continued)
63-19
           Lexen Creek I
                do—
63-20
           East St. Louie Creek Weir	   Best St. Louie (
           BH-l Roateap Hath katershed—   Boateap Kash-
64-1

64-2



64-3


64-4



64-5

64-6

64-7

64-8




65-1

65-2

65-3>
                                         Perron Creek-
Bock Canjon-
                              Boek Canyo
lues Basin Pond-
Haeeer Beservoir-
                              Trib. SteinaJcer Dra»

                              Trlb. TuelTe Xlle
                              East Canjon Cn

                              Weber Biver-
           Santaquln Debris Basin-
                                         Booby Hole Creek-




do
~°
d





dn



do
JL

d
do


* do °"
Ferron. Utah 	
Steanfcoat Springs,




do
j

do
dn
Vernal. Utah 	 	





do
Morgan. Utah—--'
Echo, Utah- --• 	

^""^"do °* ^^*
Kooaharea, Utah 	
























GBEBN RIVER BASH
	 3.56
Colo, 3.40









	 .11







-


—
3.10
-
11.5
3.56
3.40
1.33


.11
..095
.65
GBEAT SALT LAKE BASIN
	 732
,

SEVIEB RIVES BASIN
• 	 5.0
732
13.5
4.9
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
oot:
oot:
Oct.
oct:
oct:
oot:
oot:
oot:
Oct.
oct:
oct;
Oot.
Oot.
oct:
oot:
Oct.
Deo.
Nov.
Oct.
Oot.
Oct.
Oct.
Oct.
Oct.
Oot.
Oct.
Oot.
Oct.
Oct.
Oct.
Oot.
Oot.
Sept.
Oot.
oot:
Oct.
Pall
Deo.
Oot.
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1964
1965
1966
1967
1968
1969
1970
1964
1970
1942
1962
1967
1968
1969
1970
1968
1969
1970
1967
1968
1969
1970
1938
1968
1936
1968
1952
1967
1942
1968
1396
1954
1930
1954
1954
1957
1895
1940
1.0
1.0
1.0
1.0
1.0
1.0
1.0
i:o
1.0
1.0
1:0
1:0
1.0
1:0
1.0
1:0
1.0
1.0
1.0
1:0
1.0
1.0
6
20
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
30
22
15
26
58
24
3
75
                                                                                                                                              829.6
                                                                                                                                              sio.o
                                                                                                                                   718
                                                                                                                                 i/ero
                                                                                                                                              •7.0
                                                                                                                                              •6.9
                                                                                                                                                                    •100
                                                                                                                                                                    •100
                                                                                                                                                                    •100
                                                                                                                                                                    •100
                                                                                                                                                                    •100
                                                                                                                                                                    •100
     •5.0

     •5.0

     •2.0

     •8.0
3/3,850
 28,730
 75,718
 73,900
    •84
    •65
                                                                                                                                              607
                                                                                                                                              598
                                                                                                                                                           '.236       —      —
                                                                                                                                                         •135
                                                                                                                                                         135
                                                                                                                                                         •135

                                                                                                                                                         •135
                                                                                                                                                         •135
        *110
        *110

         «70

         •60

         •70

         •90
.098
.733
.373
.364    4/71
.008
.006     »90
0.005
.009
.011
.002
.002
.0003
.005
;0002
.002
.003
.002
.001
.oca
.001
.002
— :
.002
.001
.002
.002
.001
.002
„_
.28

.14

.005
.0003
.005

.001
.004

016
.006
.020
p.79

.011
„ _
J/.67
J/.23

~.124
_
.104
—
.47
10.24
17.92
21.12
3:84
15
8.96
.32
2.88
5:76
2.24
U73
1.50
1.50
4.00
— '
5.45
1.35
3.40
4.20
2.90
4.25
^
—

183

13.43
1.08
14.92
__
1.62
11.74

38.28
15.07
47.90
1,204
— _
14
__
1,021
450

208
—
161
—
921














PS






SCS

scs

TS



re


PS




scs

SCS
scs

BB

BB

SCS

-------
Ol
-d
66-3
66-4
66-5
66-6
66-7
66-8
66-9
66-10
66-11*
66-12a
67-
68-1
68-2
68-3
68-4
69-1
7O-la
70-2
70-3
70-A
70-5
70-6

Rn kr F rrt
cir/ rord
n i «•
c*' °


_
tjafl
Tflnk Ifaad
d ira



" rldSe
Chalk Creek Debris Batdn

Fiddlers Canyon Debris Basin-
Hill Canyon Retarding
Structure

lllou Creek
,°
** d ™" « * «•
Klko Sannit Reservoir Ho. 2—
Dorsey Creek Reservoir 	


Fullerton Flood-Control Basin
d




d """**"""
V *•*
" ™er>raod
J
5to C
-^w n« ^ L.«HJ on
_ .
J v°u
I/ Dan was raised about 6 ft. in 1952
2/ Includes above crest deposits.
y Poraad by original rock-filled daa
1902, and 1916.



e i 0*


U do ~n







d


do
Fiddlers Canyon—

HillCwo


f nh 11
d

.
Do Cr ok
do


""J-'rton c™*


San Diequlto River 	 	

San Jacinto River- —
_ ft* V
V°
ao

Stone Canyon Creek 	


58 feet high, which was

0
d
p ^° u
£ldo
__ ..
^"dn a
Ent i Utnh
r^r •
Utnh
d"*
° y
rTOY~'e '




do
	 Cedar City, Utah 	
_ j Hi w






10.0 9.92 — 1893
25.0 23.4 — 1909


2.4W 2,436 — 19105/ —

_ _ 1932 24
60.8 «60 July 1936 .5
— — Mar. 1955 8.5
12.6 12.6 — 1947 —


GREAT BASIN (NORTHWESTERN PART IN CALIFORNIA, NEVADA AND OREGON)
GREAT BASIN
Hunfcoldt, Carson, and Truckee River Basins

A



°
°
Owens, Walker,

SALTON SEA AND SOUTHERN CA1





/Ni1"**


° ^d^ ' ^*^
i
	 SawteUe, Calif. 	
Or C lif

subaequently raised in 1900,
' *


.63 .63 Aug. 1945
9.16 9.14 Oct. 1952 —
GREAT BASIN
and Mono Lake Drainages
2,800 2,440 Sept. 1935 —
LI70RNIA COASTAL AND GREAT BASIN DRAINAGE
2/5.05 2A'95 Oct. 1941 —
_ — NOV. 1944 3.1
303 301 Jan. 1919 —

718 651 Ha/ 1928 —




— June 1939 18.1

7_/ Has no meaning as a large portion c
&/ Includes some deposition above cret
9/ Drainage area and sediment contrlbt
completed on Dee. 21, 1954.
                                                                                                                                                                               318
                                                                                                                                                                               299
                                                                                                                                                                             23,260
                                                                                                                                                                             21,509
                                                                                                                                                                              2,115
                                                                                                                                                                               790
                                                                                                                                                                               667
                                                                                                                                                                               WO
                                                                                                                                                                              9,000
                                                                                                                                                                              8,550
                                                                                                                                                                              2,500
                                                                                                                                                                              2,200
                                                                                                                                                                             81,200
                                                                                                                                                                             74,010
                                                                                                                                                                            250,000
                                                                                                                                                                            234,462
                                                                                                                                                                                 U.12
                                                                                                                                                                                  0
                                                                                                                                                                                  0

                                                                                                                                                                               •15.00
                                                                                                                                                                               208
                                                                                                                                              15,300
                                                                                                                                              15,050
                                                                                                                                                   7.U
                                                                                                                                                   6.38
                                                                                                                                                   5.1.5
                                                                                                                                                   4.96
                                                                                                                                                 131
                                                                                                                                                 128
                                                                                                                                                                             13,200
                                                                                                                                                                             12,980
                                                                                                                                                                                753.5
                                                                                                                                                                                743.0
                                                                                                                                                                                706.3
                                                                                                                                                                             36,601
                                                                                                                                                                             34,779
                                                                                                                                                                             33,482
                                                                                                                                                                             12,218
                                                                                                                                                                             12,034
                                                                                                                                                                              2,870
                                                                                                                                                                              2,792
                                                                                                                                                                              2,772
                                                                                                                                                                              7,998
                                                                                                                                                                              7,949
                                                                                                                                                                                326
                                                                                                                                                                                305
                                                                                                                                                              *.089
                                                                                                                                                             *1.600
.223
.192
.324
.295
.358
.350
1
^_
•70
•75
75

•70
—
•70

—
_
66
__
66.9
_
56.9

—

	
_
	
*65
—
__
•60
	
•50

_
*60
^
•60
.038
.134
.029
.508
.620
3.10
.106
.594
6/.T3
7/.14


S/-145
—
.38

.15
_
.04
__
.05
__
8/.12

.02

.69
.42
__
.365
.332
__
.03
_
.16
.64
	
2.34
_
2.63
-
_
1,112.9
228.7
—

221
—
578

—
__
57.5
_—
73

5/149

—

	
—
_
517
470
__
39
__
174
697
_
3,058
„»
3,437
3CS
SCS
scs
scs
scs
scs
scs

scs


SC3

scs

scs

scs

scs

scs

scs

-------
                                                                                                                   SUMMARY OF

                                                                                  RESERVOIR SEDIMENTATION SURVEYS MADE 01 THE UNITED STATES THROUGH 1970

DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET


DATE OP
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.

(ACHE-FT.
PER


SPECIFIC
IEIGHT
PRY)
LB. PER
CU. FT.)


AVG. ANN.
SEDIMENT
ACCUMULATION
PEBSQ. Ml.
OF NET DB.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS

AGENCY
SUPPLYING
DATA


                                                                                   SAUDI su AD samm> CAUPOBHA COASTAL AND CHEAT BASH DSAOAGI (Continuo)
                                                                Trlb. of lot Antdn «l
                          70-9

                          70-10

                          70-11

                          70-11

                          70-13*
                            Mb. of Sn Juinto Hi*r

                            Trlb. of Import BKj	
                            AaUlop* 1>11«7 iiT,
                                    Uttl. lock Irrl9tlon MA.-  Llttl. lock (
Ol
CO
                          70-15


                          7O-16b

                          70-17

                          70-18o
                          TJ-19

                          70-200
Prate Flood-Control Braorvolr  3urU An. BIT*
feektoriblrd Curoa j/—
                                    Bum Flood-Control Biiln -  IXJunj. CrMk-
                                    Br«« F. C. Buln
                                            (Sill G«irl.l Du »2)   Sin Oibrlol SIT,
                                    Su> Cmbrld D» No. 1-
Su. Panando, Calif.—


n r ••••
* ii

iff** naiir.
Los Ang*l*a, Calif. 	
Laneaat«r, Calif. 	
hlMUl*, Calif. 	





I v r IIP
u**ru«, ciur.






j
da
S*n tH«go, COif . 	

Corona, Calif. 	
Arlington. Cilif.— —
3*n Pvmndo, Calif.—
rl'



PuUcrton, Calif.-—
A«BM. Calif. 	




do


do


	 a, 	
*


do
	 do 	


rl
°


12.6
5.40
66.0
.75
1.42
2.64
68.0

-


2.3



—

112.0
2,233
11.6
147
-
23.4
39.2

-
-

—
203
-

-
11.6
4.45
65.3
.72
1.30
2.37
67.84

2.3
. -
109.4
1,131
11.5
146
23.1
39.0


-


-


2/203
-
H«r.
Jane
Apr.
Jun.
Jan.
P*b.
Jan.
NW
Jan.
Oct.
Jan.
Apr.
Jui.
Jun.
Oct.
D.O.
Oct.
AttJ.
Mu-.
Ibr.
Hw
HOT.
Oto.
DM.
Ibr.
Juu
Oct.
Ibr.
DK.
Jalj
s«.t.
Aix.
Har.
Sept.
Jolj
Oct.
Nor.
Ju.
AO«.
Ibr.
Oct.
Apr.
J
-------
                          70-22b      Morris  Reaervoil
                          70-23b      San Dims F. C. Basil
                                                                                                                   	16.2
01
                          70-25a


                          70-26c
                                      Purtdlngstone Diversion Dan	no	
                                                                         -do
                                      Puddlngstone Dam F. C. Basin-   Puddln^stone Creek	
                                                                                                                                       2/210.7
                                                                                                                                        10A9.7
                                                                                                                                        10/11.0
                                     Big Dalton F. C. Basin—
                                     	do-
                                                                     Big Dalton Creek	    Glendora, Calif.-.
May
Aug.
Sept.
Nov.
Dec.
Apr.
Aug.
Feb.
Hay
Oct.
Oct.
Jan.
Jan.
Feb.
Oct.
Dec.
Sept.
Nov.
Jan.
Oct.
Sept.
Dec.
Oct.
NOT.
Dec.
Oct.
Nov.
Oct.
Nov.
Apr.
Aug.
Apr.
Jan.
Feb.
Nov.
Oct.
Jan.
Mar.
Nov.
Oct.
Sept.
Jan.
Sept.
Sept.
Hay
Oct.
Jan.
K»r.
Nov.
—
—
Jan.
Jan.
Sept.
Jan.
Mar.
Sept.
Oct.
Oct.
Nov.
Jan.
Aug.
Apr.
Jan.
Kar.
1954
1958
1961
1962
1965
1966
1967
1969
1969
1969
1970
1931
1936
1938
1938
191.9
1956
1960
1967
1970
1922
1935
1938
1939
19U
1943
19U
1951.
1961
1962
1966
1967
1969
1969
1970
1929
1936
1938
1939
1942
19U
1952
1953
1962
1966
1967
1969
1969
1970
1915
1927
19U
1930
1931
1935
1938
1943
19U
1958
1961
1962
1966
1967
1969
1969
1.3
4.3
3.1
1.2
3.1
.3
1.3
1.5
.25
.a
1.0
—
2.1
2.1
.7
11.2
6.8
4.2
6.2
3.8

13.2
2.9
1.0
2.1
1.9
1.0
9.8
7.1
.4
4.3
.7
1.75
.08
1.75

1.25
2.17
1.66
2.92
1.92
7.33
1.67
9.0
3.67
1.41
1.25
.17
1.66
—
0
13

1.7
3.3
3.1
5.5
1.0 '
14.0
3.1
.2
4.7
.7
1.75
.17
44,013
44,614
44,366
43,642
42,371
42,075
40,697
38,778
36,748
37,822
41,549
39,316
38,692
37,175
36,655
35,174
34,861
33,827
32,961
30,085
4A.496
1.373
1,155
1,189
1,145
1,071
1,042
1,025
705
729
1,234
1,129
847
756
1,515
4/148
121
50
76
101
112
119
138
203
125
200
74
42
156.3
17,398
17,398
17,190
4A.194
1,039
1.053
969
953
952
951
880
869
752
692
515
452
                                                                                                                                                                    .51
                                                                                                                                                                    .49
                                                                                                                                                                    .51
                                                                                                                                                                    .46
                                                                                                                                                                    .45
                                                                                                                                                                    .42
                                                                                                                                                                    .43
                                                                                                                                                                    .48

                                                                                                                                                                    .45
                                                                                                                                                                    .43
                                                                                                                                                                    .43
                                                                                                                                                                    .41
                                                                                                                                                                    .41
                                                                                                                                                                    .40
                                                                                                                                                                    .39
                                                                                                                                                                    .35
                                                                                                                                                                    .25
                                                                                                                                                                    .28
                                                                                                                                                                    .49
                                                                                                                                                                    .25
                                                                                                                                                                    .32
                                                                                                                                                                    .29
                                                                                                                                                                    .47
                                                                                                                                                                    .06
                                                                                                                                                                    .05
                                                                                                                                                                    .02
                                                                                                                                                                    .03
                                                                                                                                                                    .04
                                                                                                                                                                    .05
                                                                                                                                                                    .05
                                                                                                                                                                    .06
                                                                                                                                                                    .09
                                                                                                                                                                    .05
                                                                                                                                                                    .08
                                                                                                                                                                    .03
                                                                                                                                                                    .02
                                                                                                                                                                    .07
                                                                                                                                                                                            1.25
                                                                                                                                                                                            1.24
                                                                                                                                                                                            1.14
                                                                                                                                                                                            1.05
                                                                                                                                                                                              .78
                                                                                                                                                                                              .68
                                                                                                                                                                                                                   .127
                                                                                                                                                                                                                   .193
                                                                                                                                                                                                                   .329
                                                                                                                                                                                                                  2.49
                                                                                                                                                                                                                  2.02

                                                                                                                                                                                                                  5.22
                                                                                                                                                                                                                  8.86
                                                                              1.41
                                                                              3.43
                                                                              3.53
                                                                               .63
                                                                               .22
                                                                              1.17
                                                                               .66
                                                                              3.59

                                                                               .58
                                                                              4.67

                                                                              1.30
                                                                              2.42
                                                                              1.80
                                                                               .11
                                                                              2.80

                                                                             16.0

                                                                             10.0
                                                                                                                                                                                                                  1.66
                                                                                                                                                                                                                 12.58
                                                                                                                                                                                                                  1.07
                                                                                                                                                                                                                  2.03
                                                                                                                                                                                                                  5.13
                                                                                                                                                                                        1.45

                                                                                                                                                                                       20.26

                                                                                                                                                                                        6.02
                                                                                                                                                                                         .65
                                                                                                                                                                                         .22
                                                                                                                                                                                         .02
                                                                                                                                                                                        5.0^

                                                                                                                                                                                        5.53

                                                                                                                                                                                         -225
   I/  Based on runoff saasona.
   2/  Not computed because of scour during period.
   2/  Normal operation began 1922.
       Sediment removed at various tines.
       Equalizing reservoir on Gage Canal System obtaining water fron the Santa Ana  River.
       No record of quantities sluiced.
   If  Includes San Gabriel Dams drainage area 39.2 sq. nd. as sediment is sluiced into  San
Gabriel Dan 1 drainage area.
                             5/
                             6/
   8/  Storage capacity is regained by sluicing  at  various tines.
   9/  Includes Cogswell and San Gabriel Dan #1.  (Drainage area 203 sq.  mi.)   Sediment sluiced
Into this area.
   10/  Includes Sam Dims drainage area (16.2 sq.  nd.).   Sediment sluiced into this area.
   ll/  21.1 sq.  mi.  controlled by San Dinsa, live  Oak  Dam, and Puddingstone  Diversion Dams.
   *    Estimated or assumed.
-------
                                                                                                                        SUMMARY OF

                                                                                     RESERVOIR SEDIMENTATION SURVEYS HADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET
1


DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
(ACHE-FT.
PER



SPECIFIC
reicHT
DRY)
La PER
CU. FT.)


AVG. ANN
SEDIMENT
ACCUMULATION
PER SQ. MI.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                                           SALTW SEA AND SOVTHBUI CALIFOOIA COASTAL AID (SEAT BASH DHAIIAGB (Continue!)
                         70-27e     Blr Sent* Anita F. C. Biein--   S«nt« Anita Crwfc-
                                                                                               Arcadia, Calif. -      10.8
                                                                                                      . Calif.	      82.3
os
o
                                                                                               Fuadana, Calif.	      31.9
                         70-2%     Dnil'a Cat* F.  C. Badn	   Irrojo Saeo U
—    1923
Fab.  19352;
Fab.  1936
July  1938
Fab.  1940
Fab.  1942
Ifcr.  1943
Jan.  1947
Dao.  1952
July  1954
Fab.  1956

Apr.' 1962
Sapt. 1966
Oct.  1968
IKr.  1969
Jk>«.  1970
—    1931
*J   1938
Oct.  1939
Fab.  1940
Jolr  1941
Fab.  1943
Apr.  1943
Jana  1944
Oct.  1953
Jwa  1958
Jolr  1962
Oct.  1966
Fab.  1969
Oct.  1970
—    1916
Jona  1933
Sapt. 1934
Jan.  1935
Jan.  1938
Jan.  1942
Jan.  1943
Fall  1948
Jolr  1952
Sapt. 1955
Dae.  1959
NV   1961
Mar   1962
sapt. 1966
•01.  1969
-    1936
Fab.  1937
N»r   1938
DM.  1938
Oct.  1940
lag.  1941
Sapt. 1942
Oct.  19.13
Oct.  1944
Oct.  1946
Juna  1947
Jena  1950
Jan.  1952
Nar   1957
•or.  1958
Sapt. 1961
Oct.  1963
Fab.  1964
Apr.  1966
Jalr  1967
Dae.  1969
 7.9
 1.0
 2.4
 1.6
 2.0
 1.1
  .5
  .7
 2.7
 5.9
 1.6
 1.5
 2.6
 3.6
 kJ.
 2.1
  .42
 1.67

 6.9
 1.5
  .3
 1.5
 1.5
  .2
 1.1
 9.3
 4.8
 4.1
 4.25
 2.33
 1.67

13.0
 1.2
  .3

 1:1
 1.0
 5.7
 3.8
 3.3
 4.2
 1.4
 1.0
 4.3
 3.2

 1.0
 1.3
  .6
 1.8
  .8
 1.1
 1.1
 1.0
 2.0
  .7
 3.0
 1.6
 5.3
 1.5
 2.9
 2.0
  .2
 2.2
 1.3
 2.4
1/1-376
  1,068
  1,014
    688
    710
    701
    568
    604
    697
    728
    728
    584
    613
    587
    630
    552
    600
    258
    836
1/6.240
  4.734
  4.488
  4,568
  4,425
  4,043
  4,236
  4,235
  4,099
  4,123
  4.065
  3,819
  2.758
  6,027
i/4.601
  4.554
  4,127
  3,996
  2,967
  2,728
  2.504
  2,561
  2,630
  2,709
  2,839
  2,886
  2,749
  2,598
  2,002
  1/956
    945
    698
    699
    711
    681
    722
    632
    607
    674
    661
    665
    703
    655
    725
    807
    828
    872.8
    769.7
    758.4
    879
                                                                                                                                                                                         .16
                                                                                                                                                                                         .14
                                                                                                                                                                                         .14
                                                                                                                                                                                         .06
                                                                                                                                                                                         .16
                                                                                                                                                                                         .27
                                                                                                                                                                                         .27
                                                                                                                                                                                         .26
                                                                                                                                                                                         .25
                                                                                                                                                                                         .18
                                                                                                                                                                                         .39
                                                                                                                                                                                         .38
                                                                                                                                                                                         .39
                                                                                                                                                                                         .40
                                                                                                                                                                                         .41
                                                                                                                                                                                         .43
                                                                                                                                                                                         .44
                                                                                                                                                                                         .42
                                                                                                                                                                                         .50
                                                                                                                                                                                         .30
                                                                                                                                                                                         .29
                                                                                                                                                                                         .27
                                                                                                                                                                                         .31
                                                                                                                                                                                         .30
                                                                                                                                                                                         .30
                                                                                                                                                                                         .32
                                                                                                                                                                                         .30
                                                                                                                                                                                         .33
                                                                                                                                                                                         .37
                                                                                                                                                                                         .37
                                                                                                                                                                                         .40
                                                                                                                                                                                         .35
                                                                                                                                                                                         .34
                                                                                                                                                                                         .40
                                                                                                                                                                                                            3.61
                                                                                                                                                                                                            5.00
                                                                                                                                                                                                           12.6
                                                                                                                                                                                                            7.18
                                                                                                                                                                                                            1.43
                                                                                                                                                                                                           11.2
                                                              .44
                                                              .22
                                                             9.15
                                                             1.30
                                                              .94
                                                             3.31
                                                             1.90
                                                             3.09

                                                              .94

                                                             2.65
                                                             2.00
                                                             2.64
                                                             7.33
                                                             3.10

                                                             2.19
                                                              .18
                                                              .28
                                                              .40
                                                              .71
                                                             6.03
                                                              .11
                                                            11.15
                                                            13.69
                                                             9.22
                                                             2.08
                                                             5.02
                                                             1.25
                                                             1.86
                                                              .58
                                                              .63
                                                             4.87
                                                             9.59
                                                             4.20
                                                             7.32

                                                             1.17
                                                            20.2
                                                            12.7
                                                             2.7
                                                             0
                                                             2.0
                                                             0
                                                             0.1
                                                             1.0
                                                              .50
                                                             2.48
                                                              .53

                                                             4.98
                                                             6.49
                                                            11.3
-------
7C-36c
            Thompson Creek F. C. Basin	Thompson Creek—
                                               -do-
                                           	do	
Oct. 1929
Jan. 1934
Har. 1938
Oct. 1942
Dec. 1944
Oct. 1954
June 1958
May 1962
Aug. 1966
Har. 1969
Dec. 1931
Sept. 1948
— 19232/
Oct. 1935
May 1938
Hay 1941
Dec. 1943
Mar. 1954
Sept. 1959
Hay 1962
Aug. 1964
July 1966
May 1967
Nov. 1969
Feb. 1928
Feb. 1930
Feb. 1932
Nov. 1939
Jan. 1944
Oct. 1944
Oct. 1956
Sept. 1969
Sept. 197O
1916
Oct. 1932
Jan. 1943
Sept. 1954
Jan. 1957
June 1957
Dec. 1959
July 1962
Feb. 1967
Feb. 1969
June 1942
Sept. 1943
Sept. 1944
Sept. 1947
Sept. 1950
Sept. 1952
Sept. 1957
Sept'. I960
Sept. 1962
Sept. 1965
Sept. 1966
Sept. 1967
Sept. 1968
Sept. 1969
Sept. 1947
Sept. 1948
Sept. 1949
Sept. 1950
Mar. 1952
Feb. 1956
Sept. 1957
Apr. 1958
Sept. 1959
	
6.3
2.2
4.6
2.1
9.8
3.8
3.9
4.35
2.58
—
16.3
8.3
2.6
3.0
2.6
10.2
5.5
2.7
2.2
1.9
.7
2.7

2.O
2.0
7.6
4.1
.8
12.0
13.0
1.0

5/4.6
10.3
11.7
3.3
.4
1.5
2.6
4.6
2.0

1.33
1
3.0
3.0
2
5
3
2
3








1.5
3.9
1.6
.6
1.4
1/6,060
5,592
5.004
4,837
4,714
4,787
4,651
4,581
4,453
3,841
25.OOO
24,840
1/476
389
320
342
322
305
289
271.8
306.5
284.3
269.2
391.0
1/50.3
50.3
47.4
34.4
44.3
42.4
40.6
— •

1/692
643
612
571
566
570
578
554
510
44B
V-

	
	
	
	
	
	
	
	
	
__
	
	
I/-

	 •
	
	
	
	
	
—
                                                                                                                                                                   .83
                                                                                                                                                                   .81
                                                                                                                                                                   .70
                                                                                                                                                                  1.619
                                                                                                                                                                  1.609
                                                                                                                                                                   .52
                                                                                                                                                                   .61
                                                                                                                                                                   .55
                                                                                                                                                                   .48
                                                                                                                                                                   .47
                                                              3.51
                                                              3.26
                                                              3.11
                                                              2.90
                                                              2.87
                                                              2.89
                                                              2.93
                                                              2.81
                                                              2.59
                                                              2.27
       Sediment  is  removed at various times by sluicing and/or  excavatioi
       Date normal  operation began - Mar. 1927.
       Date normal  ooeration began - June 1927,
It/  Sedimentation values as comnuted by Los Angeles County FCD are based on <
£/  Storage and surface area assumed same at tine of initial normal operatic]
4   Estimated or assumed.
                                                                                   2.63
                                                                                   9.47
                                                                                   1.29
                                                                                   2.84
                                                                                    .15
                                                                                   2.97
                                                                                    .64
                                                                                   1.03
                                                                                   8.40

                                                                                    .15

                                                                                   3.18
                                                                                   8.03
                                                                                   2.94
                                                                                   3.03
                                                                                    .51
                                                                                   3.03
                                                                                   1.91
                                                                                   5.09
                                                                                   3.82

                                                                                  16.39
      .61
      .70

    1.00
    1.95
  4/2.10
    1.53

    3.04
      .86
    1.00
      .86
     2.64        —
     2.73        —
     8.93        —
 4/-            -      CE
     2.37        -
     2.72        —
      .85
      .25        —
     2.09        —
      .47        —
      .90
     1.29        —
      .41
     3.99        —
     2.35        —
     2.17        —
     2.72        —
   4/1.34        —      CE
     1.92
     1.35
     1.58
     1.75
     1.11
     1.23        —
     8.97
     2.57

oplete  water year.
, Har.  1928 as In 1916 survey.
-------
                                                                                                                    SUMMARY OF
                                                                                  RESERVOIR SEDIMENTATION SURVEYS MADE W THE UNITED STATES THROUGH 1970

DATA
SHEET
NUMBER



RESERVOIR




STREAM




NEAREST TOWN




DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET


DATE OF
SURVEY


PERIOD
BETWEEN
SURVEYS
(YEARS)


STORAGE
CAPACITY
(ACRE -FT.)

CAPACITY
AVa ANN.
INFLOW
(ACRE-FT.
pra
ACBE-FT)

SPECIFIC
•EIGHT
PRY)
LB.PER
CO. FT.)

AVG.ANN.
SEOMENT
ACCUMULATBN
PHI SQ. ML
QFNETDB.
AREA FOR
PERIOD SHOWN
AC.-FT. | TONS

AGENCY
SUPPLYING
DATA

                                                                                               ua> SOUTOCT cAunaiu ooisnu. aa OUT etsu I»«IMU» (c
 0.60     3«pt. 1946
—        3«pt- 1947
—        S«pt. 1948
—        S«!*. 1949
—        S«pt. 1950
—        S«pt. 1952
—        S«pt. 1959
—        Sept. 1962
—        S«j*. 1966
          Sq*. 1970
          Sept. 1940
          S*>t. 1941
          S«pt. 1942
          S«pt. 1943
          S»pt. 1944
          3«pt. 1945
          S«pt. 1946
          3*pt. 1947
          3^*. 1946
          Svt. 1949
          S«pt. 1950
          3«pt. 1952
          SqA. 1964
          S^t. 1965
          S»pt. 1970
          S^t. 1936
          S«pt. 1936
          S«pt. 1940
          S«pt. 1941
          S«pt. 1942
          Sipt. 1943
          Sn*. 1944
          S«pt. 1945
          3^*. 1946
          Sqit. 1947
          Slpt. 1946
          3n*. 1949
          s«pt. 1950
          S*fl. 1952
          3^>t. 1954
          Sept. 1959
          S>pt. 19TO
          3t. 1941
—        S«pt. 1943
—        S>pt. 1944
—        3^t. 1945
—        S«pt. 1946
—        S^it. 1947
                                                                                                                                     .61
  1
  1
  1
  1
  1
  2
  4.8
  3.0
  6.0
  2.0
  5
  1
  1
  1
  1
  1
  1
  1
  1
  1
  1
  2
 12
  1
  5
  1
  2
  2
  1
  1
  1
  1
  1
  1
  1
  1
  1
  1
  2
  2
  5
'11
  2
  1
  2
  1
  1
  1
  1
  1
  1
  1
  1
  1
  2
  3.9
  4.1
  1
  5
  4
  1
  2
  3
  2
  1
  1
  1
  1
                                                                                                                                                                    i/-
                               l/-
                                                                                                                                                                                                    2/0.84
                                                                                                                                                                                                     0
                                                                                                                                                                                                     0
                                                                                                                                                                                                     0
                                                                                                                                                                                                     0
                                                                                                                                                                                                      .It
                                                                                                                                                                                                     i.m
                                                                                                                                                                                                     6.63
                                                                                                                                                                                                      .66
                                                                                                                                                                                                     2.35
   0
   1.66
    .19
   0
   0
    .09
   0
   0
   0
   1.59
   1.17
  27.66
   2.67
  2/.6»
  29.0
   6.U
   6.71
    .27
  10.3
   2.87
    .*
   3.13
   1.15
   0
   0
   0
   1.07
    .36
   3.17
   1.58
2/21.2
  11.7
   7.03
    .3*
  15.7
   4.59
   1.11
    .59
    .41
    .07
   0
   0
   2.66
    .02
   1.67
   2.05
   5.26
   5.87
2/46.4
  47.6
   3.9
   4.6
    .24
   1.71
   2.66
   1.95
-------
                                                                                                  —          —        Sept. 1948     1            —         —           —        .019
                                                                                                  —          —        Sept. 1949     1            —         —           —       0
                                                                                                  —          —        Sept. 1950     1            —                      —       0
                                                                                                  —          -        Sept. 1952     2            —         —           —       4.57
                                                                                                  —          —        Oct.  1956     4.1          _         -.           —        .U
                                                                                                  —          —        June  1958     1.7          —         —           —      19.05
                                                                                                              —        Sept. 1963     5.2          —                      —       4.76
                                                                                                  —          —        Sept. 1966     3                       —           —      10.14
                                                                                                              —        Sept. 1968     2            —         —           —       3.10
                                                                                                  —          —        Sept. 1969     1            —         —           —      46.9
                                                                                                    .30         .30     S«pt. 1936     1          l/_         —           —    1/31.2
                                                                                                              —        Sept. 1938     2            —         —           —      41.3
                                                                                                              —        Sept. 19U     3            —         —           —       3.30
                                                                                                  —          —        Sept. 1942     1                       —           —       0
                                                                                                  —          —        Sept. 1943     1            —         —           —      22.0
                                                                                                  —          —        Sept. 1944     1            —                      —       6.17
                                                                                                  —          -        Sept. 1945     1            —         —                    3.07
                                                                                                  —          —        Sept. 1946     1            —         —                    2.77
                                                                                                  —          —        Sept. 1947     1            —         —           —        .43
                                                                                                  —          —        Sept. 1948     1            —         —           —       0
                                                                                                              —        Sept. 1949     1            —         —           —       0
                                                                                                  —          —        Sept. 1950     1            —                      —       0
                                                                                                                        Sept. 1952     2            —         —           —       5.47
                                                                                                              -        Sept. 1964    12                       —                    1.23
                                                                                                                        Sept. 1966     2                       —           —      16.67
                                                                                                  —          —        Sept. 1968     2            —         —           —      11.5
                                                                                                                        Sept. 1969     1            —         —           —      24.6
                                                                                                    .47         .47     Sept. 1948     1          I/—         —           —     2/0
                                                                                                              —      .  Sept. 1950     2            —         —           —       0
                                                                                                  —          —        Sept. 1952     2            —         —           —       5.32
                                                                                                  —          —        June  1958     5.8          —         —           —       3.29
                                                                                                              —        Sept. 1962     4.2          —         —           —       5.83
                                                                                                              —        Sept. 1966     4.0          —         —           —       9.04

                                                                                                  ..          _.        septl 19oo     !            „         _           —      zi.7
                                                                                                   !.53        1.53     Sept. 1938     3          I/-                      -     2/6.93


              '-                              "~                            '-                     —          —        Septl 1943     2            —         —                    4.22
                                                                                                              -        Sept. 1944     1                       —                    3.58
                                                                                                  —          —        Sept. 1945     1                       —           —       2.59
                                                                                                  —          —        Sept. 1946     1            —         —           —       0
                                                                                                              —        Sept. 1947     1                       —                     .37
                                                                                                              —        Sept. 1948     1            —         —           —       0
                                                                                                              —        Sept. 1949     1            —         —           —       0
                                                                                                              —        Sept. 1950     1            —         —           —       0
                                                                                                              —        Maj   1952     1.6          —         —           —       1.57
                                                                                                  J/.84         .84     Sept. 1936     1          I/—         —           —    2/17.2
                                                                                                  —          —        Sept. 1937     1            —         —           —      13.7
                                                                                                              -        Sept. 1938     1                       —           —      75.4
                                                                                                              —        Sept. 1941     3            —         —           —      12.0
                                                                                                  —          —        Sept. 1943     2            —         _           _      17.9
                                                                                                  —          .-        Sept. 1944     1                       —                    6.10
                                                                                                 3/1.06        1.06     Sept. 1945     1                       —           —       2.97
                                                                                                                        Sept. 1946     1            —         —           —       1.00
                                                                                                              —        Sept. 1947     1            —         —           —       2.60
                                                                                                  —          —        Sept. 1948     1            —                      —      —
                                                                                                  —          —        Sept. 1949     1                       —           —      —
                                                                                                              —        Sept. 1950     1            —                              —
                                                                                                  —          —        Sept. 1952     2                                    —       6.40
                                                                                                              —        Peb.  1957     4.4          —         —           —        .14
                                                                                                              —        Sept. 1959     2.6                     —           —      11.03
                                                                                                              —        Sept. 1962     3            —         —                     .063
                                                                                                  —          —        Sept. 1964     2                       -           —       4.48
                                                                                                  —          —        Sept. 1968     4            —                               3.49
                                                                                                  —          —        Sept. 1969     1            —         —           —      34.4

I/  Capacity of debris basin varies.   Debris  excavated at various times.                                    3/  Drainage area 0.84 sq. mi. to 1945j LO659 sq. mi. beginning 1945.
2/  Sedimentation values as computed  by LACFCD are based on complete water year.
-------
                                                                                         SUMMARY OF

                                                        RESERVOIR SEDIMENTATION SURVEYS MADE 111 THE UNITED STATES THROUGH 1910


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVa ANN.
INFLOW
(ACRE-FT.
PEB
ACHE-fT)


VECIFIC
IEIGHT
PRY)
LR PER
».FT.)


AV& jum
'J'lHIIIII
AOCDMDLATION
PERSQ.MI.
OF NET DR.
AREA FOB
PUUUU &HOVN
AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


           RUT D*rl. I
                                                         SALTM at »«D aOUIHSI ULITOUU OOiSTU. t

                                                Otanul	   U Cuiife, CtlU.	      0.20
70-480      U. nan* 0*rf. B>«
                                                                                            .45
7O-4M      Lincoln M>rl« I
70-50c     HeteU Mali Bula-
0.20    hpt. 1938
        hpt. 1939
        hf*. 1940
        hpt. 1941
        hpt. 1943
        hpt. 1944
        hpt. 1945
        hpt. 1946
        hpt. 1947
        hpt. 1948
        hpt. 1949

        hpt! 1952
        hpt. 1961
        hpt. 1964
        hpt. 1968
        hpt. 1970
 .45    hpt. 1936
        hpt. 1938
        hpt. 1939
        hpt. 1943
        hpt. 1944
        hpt. 1941
        SB*. 1946
            . 1947
            . 1948
            . 1949
            . 1950
            . 1952
            . 1963
        hpt. 1966
        hpt. 1969
 .50    hpt. 1936
        hpt. 1938
        hpt. 1940
        hpt. 1941
        hpt. 1943
        hpt. 1944
        hpt. 1945
        hpt. 1946
        hpt. 1947
        hpt. 1948
        hpt. 1949
        hpt. 1950
        mr.  1952
        hpt. 1961
        hpt. 1967
        hpt. 1969
 .94    hpt. 1942
        hpt. 1943
        hpt. 1944
        hpt. 1945
        hpt. 1946
        hpt. 1947
        hpt. 1948
        hpt. 1949
        hpt. 1950

 :       £:  1%
        hpt. 1959
        hpt. 1960
        hpt. 1966
        hpt. 1949
        hpt. 1970
 2
 1
 1
 1
 2
 1
 1
 1
 1
 1
 1
 1
 2
 9
 3
 4
 2
 1
 2
 1
 4
 1
 1
 1
 1
 1
 1
 1
 2
U
 3
 3
 1
 2
 2
 1
 2
 1
 1
 1
 1
 1
 1
 1
 1.4
 9.5
 6
 2
 5
 1
 1
 1
 1
 1
 1
 1
 1
 1.6
 3.8
 3.6
 1
 6
 2
 2
                                                                                                                                                                   2/28.3
                                                                                                                                                                      6.30
                                                                                                                                                                       .55
                                                                                                                                                                      1.90
                                                                                                                                                                      4.75
                                                                                                                                                                       .65
                                                                                                                                                                      1.55
                                                                                                                                                                      0
                                                                                                                                                                      0
                                                                                                                                                                      0
                                                                                                                                                                      0
                                                                                                                                                                      0
                                                                                                                                                                      2.30
                                                                                                                                                                      3.51
                                                                                                                                                                      5.95
                                                                                                                                                                      3.25
                                                                                                                                                                     11.5
                                                                                                                                      II-
  1.53
  4.40
  3.71

   :3
   .67
  0
  0
  0
  1.29
  4.00
  8.02
 13.0
2/9.86
 17.8
   .92
 15.1
  6.4*
  2.32

  0*
  2.00
  L.82
   .10
  3.34
 16.20
2/1.18
  1.98
   .48
   .20
   .15
  3.72
   .29
   .38
   .80
  5.82
   .47
  1.39
  3.29
  1.06
  2.15
  2.77
-------
                                     Paradise Debris Basin	   Paradise Canyon	La Canada, Calif.	        .96          .96     Sept. 1945     1          I/—         —           —     2/1.18
                                                                                                                             —          —        Sept. 1946     1                       —           —        .92
                                                                                                                             —          —        Sept. 191.7     1            —                               1.00
                                                                                                                                          —        Sept. 1948     1                       —                     .14
                                                                                                                             —          —        S«pt. 1949     1                       —                     .10
                                                                                                                                          —        Sept. 1950     1            —         —           —       0
                                                                                                                                .58          .58     Apr.  1952     1.4          —         —           —       5.38
                                                                                                                             —          —        Mar.  1956     3.9          —         —                     .98
                                                                                                                              1.84         1.84     Sept. 1936     1          I/—         —           —    2/11.0
                                                                                                                             —'          —        Sept. 1937     1            —         —           —       6.89
                                                                                                                             —          —        Sept. 1938     1            —         —           —      44.9
                                                                                                                             —          —        Sept. 1939     1            —                               2.95
                                                                                                                                          —        Sept. 1940     1            —         —           —       4.75
                                                                                                                                          —        Sept. 1941     1                                    —      11.6
                                                                                                                             —          —        Sept. 1943     2                       -                    9.03
                                                                                                                                                    Sept. 1944     1            —         —           —       3.00
                                                                                                                             —          —        Sept. 1945     1                                    —        .51
                                                                                                                                                    Sept. 1946     1            —         —                     .23
                                                                                                                                                    Sept. 1947     1                       —                     .37
                                                                                                                                          —        Sept. 1948     1            —         —           —        .15
                                                                                                                                                    Sept. 1949     1            —         _                    0
                                                                                                                                                    Sept. 1950     1                       —           —       0
                                                                                                                             —          —        Sept. 1952     2                                    —       2.25
                                                                                                                                                    Sept. 1959     7            —         —           —       2.81
                                                                                                                                          —        Sept. 1966     7            —         —           —       3.41
                                                                                                                             —  .        —        Sept. 1970     4            —         —           —       4.44
                                                                                                                              1.3          1.3      Sept. 1946     3          I/—         -           —      2/.69
                                                                                                                                                    Sept. 1947     1            —                                .32
                                                                                                                             —          —        Sept. 1948     1            —         —           —       0
                                                                                                                             —          —        Sept. 1949     1            —                      —       0
                                                                                                                             —          —        Sept. 1950     1            —         —           —       0
                                                                                                                             —          —        Sept. 1952     2            —         —           —       1.23
                                                                                                                             —          —        Apr.  1957     4.7          —         —           —        .05
                                                                                                                             —          —        Sept. 1966     9.4          —         —           —       2.07
                                                                                                                             —          —        Sept. 1969     3            —         —           —      10.0
                                                                                                                                .66          .66     Sept. 1947     2          I/—         —           —      i/.32
                                                                                                                             —          —        Sept. 1948     1            —         —           —       0
                                                                                                                                                    Sept. 1949     1            —         —           —       0
                                                                                                                             —          —        Sept. 1950     1                       -           —       0
                                                                                                                             —          —        Sept. 1952     2            —         —           —       1.45
 |                                    	do	do	do	      —          —        Sept. 1961     9            —         —           —        .53

rn                      70-550      Shields Debris Basin	Shields Channel	    La Crescenta,  Calif.—         .27          .27     Sept. 1938     1          I/—         —           —    2/Tflo
                                      -   '-	—-          -•"•                            J-                     —          —        Sept. 1939     1                                    —      10.1
                                                                                                                             —          —        Sept. 1941     2                                    —      10.9
                                                                                                                                          —        Sept. 1943     2                       —                    5.85
                                                                                                                                          —        Sept. 1944     1                       —           —       2.33
                                                                                                                             —          —        Sept. 1945     1            —         —           —        .52
                                                                                                                             —          —        Sept. 1946     1                                    —       1.04
                                                                                                                                          —        Sept. 1947     1            —                      —        .04
                                                                                                                                          —        Sept. 1948     1                       —           —       0
                                                                                                                             —          —        Sept. 1949     1            —         —           —       0
                                                                                                                                          —        Sept. 1950     1            —         —           —       0
                                                                                                                             —          —        Sept. 1952     1.5          —         —           —      10.9
                                                                                                                             —          —        Sept. 1961     9.5                     —           —       2.07
                                                                                                                             —          —        Sept. 1966     5            —         —                    6.81
                         70-50C      Snover Debrifl Basin	    Snover Canyon——	    	do	         .23          .23     Sept. 1938     2          I/—         —           —    2/22.6
                                                                                                                             —           —        Sept. 1939     1            —         —           —      57.0
                                                                                                                             —          —        Sept. 1941     2                       —           _       4.4
                                                                                                                             —          —        Sept. 1943     2            —         —           —       8.30
                                                                                                                             —          —        Sept. 1945     2            —         —                     .65
                                                                                                                                          —        Sept. 1952     7            _         _           _       1.09
                                                                                                                             —          —        Sept. 1961     9            —         —           —        .06
                                                                                                                                          —        Sept. 1968     7                       —           —       3.30
                                                                                                                             —          —        Sept. 1969     1            —         —           —      56.5
                                                                                                                                .84          .84     Sept. 1947      .6        I/—         —           —     2/0
                                                                                                                             —          —        Sept. 1948     1            —         —           —       0
                                                                                                                             —          —        Sept. 1949     1            —         —           —       0
                                                                                                                             —          —        Sept. 1950     1            —         —           —       0
                                                                                                                             —           —        H»r.  1952     1.5          —         -            —       3.56
                                                                                                                             —          —        Feb.  1956     3.9          —         -           —       1.13
                                                                                                                              1.65         1.65     Sept. 1943     3          I/—         —           —     2/4.22
                                                                                                                             —          —        Sept. 1944     1            —         —           —       2.84
                                                                                                                             —           —        Sept. 1945     1            —         —           —       1.76
                                                                                                                             —          —        Sept. 1946     1            —         —           —       0
                                                                                                                             —           —        Sept. 1947     1            —         —           —       0
                                                                                                                             —          —        Sept. 1950     3            —         —           —       0
                                                                                                                             —          —        Apr.  1952     1.6          —         —           —       2.73
                                                                                                                             —           —        Sept. 1958     6.4          —         —           —        .37
                                                                                                                             —           —        Sept. I960     2.0          —         —           —        .75

                            I/  Capacity of debris basin varies.1 Debris excavated at various tiawa.                              2/  Sedljoentatlon values as computed by LACPCD are  based on  complete water  year.
-------
                                                                                                                  SUMMARY OF

                                                                                RESERVOIR SEDIMENTATION SURVEYS HADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.

(ACRE-FT.
PER
ACRE-FT)


SPECIFIC
(EIGHT
DRY)
LB. PER
CU. FT.)



SEDIMENT
ACCUMULATION
PEBSQ. ML
OF NET DR.
AREA FOB

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                                  SU.TOS SEA AM) SOUTKEBI CALIPOENIA COASTAL 1HD OBSiT BASIN DBAIHAGg (Continual)
05
O5
                                                                                                                                 0.44
                                                                                                                                          S«pt. 1942   13
                                                                                                                                  i.oe
                                                                                                                                 10.0
         S«pt.  1944
         S«pt.  1945
         S«pt.  1946
         S.pt.  1950
         S«pt.  1952
         S«pl.  1959
         S.pt.  1966
         S«pt.  1969
         S^t.  1946
         Sept.  1947
         3«pt.  1950
         S«pt.  1938
         S.pt.  1941
         S.pt.  1943
         S*pt.  1944
         S«pt.  1950
         Sqrt.  1952
         S.pt.  1953
         Mv   1956
         J«n.   1959
         3^*.  I960
         S«pt.  1964
         Sept.  1966
         3.1*.  1968
         3«pt.  1970
         Sipt.  1945
         3«pt.  1946
         3«pt.  1947
         3«pt.  1948
         Sq*.  1949
         S«pt.  1950
         r*.   1952
         Apr.   1952
         S-pt.  1956
         Sq*.  1958
         8^*.  1936
         3^*.  1937
         St.  1948
-        3«pt.  1949
         3«pt.  1950
-        S^t.  1952
         Sq*.  1964
         3**.  1968
         S«pt.  1969
1.59     —    1918
         Sqft.  1951
 .58     Mr.   1952
         3.pt.  1961
         Sqt.  1969
 .19     D«.   1954
         S«pt.  1959
 .68     Jin.   1955
-        S>pt.  1959
         3«pt.  1961

         3«pt!  1969
                                                                                                                                   .25
 2
 1
 1
 4
 2
 7
 7
 3
 1
 1
 3
 3.58
 3
 2
 1
 6
 2
 1
 2.67
 2.67
 1.66
 4
 1
 1
. 1
 1
 1
 1
 1.3
  .2
 4.4
 2.0
 1
 1
 1
 2
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 2
12
 4
 1

33
  .2
 9.5
 8

 4.8

1.67
 2.0
 5
 1
                                                                                                                                                                   i/-


                                                                                                                                                                   i/-
                                                                                                                                                                   l/-
 —    2/1.34

 —       .84
 —       .18
 —       .20
 —      0
 —      2.41
 —      1.66
 —      7.80
 —      6.20
 —     2/.32
 —       .02

 —    1A.83
 —       .81
 —      2.05
 —      4.27
 —       .06
 —       .82
 —      3.73
 —       .002

 —       '.05
 —       .5!
 —      1.71
 —       .05
 -      3.14
 —     2/.51
 —      1.63
 -      4.86
 —      1.00
 —       .36
 —      1.11
 —      6.41

 —       .52
 —       .70
 —    2/47.85
 —     45.42
 -     73.85
 —      3.60
 —     21.4
 —       .44
 —     20.20
 —      8.00
 —       .80
 -      1.56
 —      1.52
 —       .02
 —      0
 —      0
 —      4.76
 —      1.03
 —      8.49
 —     43.2
 —     —
•60       .14
 —     _
 —     2/.280
 —       .028
 _     _
 —      2.6
 —     _
 —    2/8.15
 -      1.62
 —      6.65
 —     J3.5
-------
                      •70-tt*     Cartar Mbrl*
                                                                Cartar Canr>
                                                                                             Slam Mutra, Calif.—
05
                                 Floral (Oppar) Dabrla Bulo—   Plonl Cam
                                                                Turoball Canm Vaah	kMttlar,  Callf.
                                                                                                                          .06

                                                                                                                         5.34
                                                                                                                          .21


                                                                                                                          .10



                                                                                                                         6.34
.12
_
—
—
.59
_
—
—
—
—
.06
—
$.34
—
—
—
—
—
.25
—
—
—
—
.25
	
—
—
—
—
.70
—
—
	
—
.09
—
—
—
—
.62
—
—
—
—
—
.58

_
—
.21
—
—
.ID
_
—
—
2.84
__
—
—
1.46
_
—
—
—
.44
	
_
—
.99

—
_
.35
_
—
—
Dn. 195k
Sapl. 19S9
Sapt. 1962
S*it. 1969
Jan. 1955
Sapl. 1959
Sapt. 1964
3**.. 196;
Sapt. 1966
Sapl. 1969
*r. 1954
Sapl. 1959
Jan. 1956
Fab. 1956
Jol7 1957
Sapt. 1958
Sept. 1959
Sapl. 1960
*r. 1954
Sapt. 1959
Sapt. 1962
Sapt. 1967
Sapl. 19TO
J«n. 1955
NU-. 1956
Sq>t. 1959
Sipt. 1967
S^rt. 1969
S.pl. 1970
tag. 1953
S^t. 1959
3t. 1961
3^*. 1965
S*A. 1966
Sq*. 19(7
Jn. 1954
3»pt. 1959
Sapt. 1968
S«pt. 1969
Jan. 1954
Sapt. 1959
Sapt. 1961
Dae. 1955
Sapt. 1959
Sapt. 1962
Sapt. 1969
Jan. 1955
Sapt. 1959
Sapt. 1962
Sapt. 1969
IfcJ 1958
Sapt. 1959
Sapt. 1962
Sapt. 1968
S^rt. 1970
Dae. 1958
Sapt. 1959
Sapt. 1962
Sapt. 1969
Jan. 1953
Sapt. 1959
Sapt. 1968
Sapt. 1969
tog. 1956
Sapt. 1959
Sapt. 1961
Sapl. 1969
_
4.8
3
7
_
4.83
5
1
1
3
_
5.6

.1
1.4
1.2
1.0
1.0
—
5.6
3
5
3

1.2
3.5
8.0
2
1
—
6.2
8
1
1
—
6.2
8
1
1
—
5.8
2.0
4
1
1
—
5.67
9
1
— -
5.8
2.0
—
3.8
3
7
—
4.67
3
7
—
1.4
3
6
2
-_
.8
3
7
_
6.8
9
1
—
3.2
2.0
8
                                                                                                                                                                       y-
                                    i/-
                                    y-
                                                                                                                                                                       y
^2.8
 23.7
  4.06

 2/.S5
  2.10
 24.71.
 21.19
 19.0

  2.4
                                                                                                                                                                                                         2/.OJ,
                                                                                                                                                                                                           .13
                                                                                                                                                                                                          2.15
                                                                                                                                                                                                          1.22
                                                                      11.3
                                                                        .48
                                                                      20.4

                                                                    2/17.8
                                                                       3.88
                                                                       1.8
                                                                      15.8
                                                                       2.96

                                                                      2/.T8
                                                                       7.20
                                                                      23.3
                                                                     104.0

                                                                      I/.36
                                                                      U.9
                                                                      45.5
                                                                      28.9

                                                                     2/4.6
                                                                       9.27
                                                                       2.9
                                                                      10.0
                                                                       9.52

                                                                      J/.62
                                                                       1.5
                                                                      U.8
                                                                     2/2.9
                                                                       1.0
                                                                      12.8

                                                                     2/4.6
                                                                       6.9
                                                                       9.82
                                                                                                                                                                                                         2/.34
                                                                                                                                                                                                         16.92
                                                                                                                                                                                                           .18
                                                                                                                                                                                                         45.89
                                                                                                                                                                                                           .28
                                                                                                                                                                                                          1.33
                                                                                                                                                                                                         16.0

                                                                                                                                                                                                         2/.80
                                                                                                                                                                                                           .80
                                                                                                                                                                                                          2.37
                         I/ CmpKlty of (Mnris tedn nrlt».  Dobrls cxcantcd at vari
                         2/ SadiMntAtloo nlv*a ec^ntad by lo* AngaLtis Coonty CCL »r
	„	a 0.35 K).  H.  through 1917; 0.64 aftar 1947.
Eetijsated or asacaad.
-------
                                                                                                      SUMMARY OF
                                                                      RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVa ANN.
INFLOW
(ACRE-FT.
PER
Al-Kt-Hi


SPECIFIC
IEIGHT
PRY)
LR PER
CU. FT.)


AVG. ANN
SEOMENT
ACCDMULATON
PEBSQ. M.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-PT. | TONS


AGENCY
SUPPLYING
DATA


                70-85m
                          aird D*rl. Bula (Oppcr)	   
oo
                                                                         30.10* au UD aoonm co-nomi ootaiu.
                                                                        	    La CrraeaM*, COlf—      0.10
                                                                                                 ,—    236.0
  .061


 7.0
19.3
  .31
  .43
  .18
  .29

  .16

 3.3
  .6
26.7
  .28
~.65
 1.7
                                                                                                              IB) OUT USD tUIUOB (Cortina*!)
                 7O-104
0.10
—
_
_
__
__
__
142
__
_
2/20.54

...
	
—
_
.061
_
_
_
_
7.0
— •
19.3

.31
...
.31
—
— .
•4

__
.43
_
^^
.14
—
_
.20
_
•_
.16
—
«
3.3
__
_
.6
__
26.7
.28
__
.6$

1.7

	
^
2.58

•or. 1956
3tfl. 1957
3apt. 1958
3apt. 1959
3apt. 1967
aapt. 1968
aapt. 1969
to.. 1941
•or. 1944
Jau 1961
tar. 1943
tor. 1949
Ihr. 1959
JOB* 1961
F*. 1967
aapt. 1968
tat. 1969
Jan. 1966
DM. 1966
Oct. 1968
Ihr. 1969
Jdjr 1970

aapt. 1970
Ihr. 1961
aapt. 1969
aapt. 1963
aapt. 1966
- 1964
aapt. 1968
aapt. 1970
Sapt. 1961
aapt. 1969
aapt. 1970
aapt. 1958
aapt. 1969
aapt. 1970
aapt. 1967
aapt. 1969
>Bt. 1970
Dot. 1964
aapt. 1966
aapt. 1969
aapt. 1970
3apt. 1966
aapt. 1969
aapt. 1970
F«b. I960
3apt. 1962
Sapt. 1969
aapt. 1964
aapt. 1969
aaj. 1956
Mir 1969
Jan. 1963
aapt. 1967
Ja*. 1965
aapt. 1967
On. 1959
aapt. 1962
aapt. 1968
aapt. 1970
Jaao 1963
3apt. 1967
_
.8
1.0
1.0
8
1
1
__
3.0
16.6
_
6.6
9.3
2.2
S.7
1.6
.9
—
.96
1.86
.43
1.41

3
_
8.5
—
3

4
2
— -
8
1

11
1

2
1
1.92
3
1

3
1
_
2.6
7

5

12.91
4.2

2.7

2.8
6
2
_
4.2
I/-

—
_
-~
«
_
16,720
17AJ7
17,296
34,670
34.276
33,987
33.385
32.716
1/34.916
32,642
2.30
—
—
—
—
V-

7,033
6,615
l/-

V-

— .
i/-

__
I/-

__
V-

^
I/-
—
__
I/-

—
i/-

_
l/-

9^85
^je

*/-

V-

—
_
l/-

—
—
—
—
—
__
—
1.00
1.04
1.03

—
—
—
—
—
.234
—
—
—
_»
_
—
10.0
9.45
—
—
—
—
—
—
—
—
_
_
_„
_
—
_
_.
—
— .
—
—
—
—
—
_
—
__
.90
.65
~~
	
_
_
_
.-
_
—
—
                                                                                                                                                                                2/30.1
                                                                                                                                                                                  39.3
                                                                                                                                                                                  17.5
                                                                                                                                                                                   .4
                                                                                                                                                                                  3.1
                                                                                                                                                                                  22.9
                                                                           .06
                                                                          2.91
                                                                          1.51
                                                                         13.32
                                                                          5.72
   1.16
   0
  39.6
    .018
  £.71
   2.54
 2/8.61
 3/7.90
    .10
2/10.4
  13. i
 1/6.77
  16.3
                                                                        2/10.50
                                                                         21.65
                                                                         12.70
                                                                        2/J0.8
                                                                         19.4
                                                                        2/15.9
                                                                         12.4
                                                                        i/2.95
                                                                          7.45
                                                                        2/11.1
                                                                        2/5.58
                                                                                                                                                                                                   CI

                                                                                                                                                                                                   3
                                                                                           CI
                                                                                           a
                                                                                           ci
                                                                                           a
                                                                                                                                                                                                   a
                                                                                                                                                                                                   a
                                                                                                                                                                                                   ci
                                                                         50.0
                                                                        2/5.23
-------
05
70-105
70-106
71-1
71-2
71-3
71-U
71-5
71-6
71-7
71-8
71-9
71-10
71-11
71-12
71-13
71-14
71-15
71-16
71-17
71-18.
71-19
71-20
71-21
71-22
71-23
71-2U
71-25
71-26
71-27«
71-28.
71-29*
71-JO
UlAned Ort.rU Basin 	


Upper Crystal Sprljlga— — —
Ataacad.ro Park Laka
haifclnt 	
3al1nai>

~°






K — .





IhiM







r« i

Silt Spring! Vall«7 	
... \ — «









Contra Cotta Country Club-—




Upper Halter Seller Pond 	




SonM
JKWW


1 T fc
. *"



Laguna Creek 	
Atascadero Creek 	
R. Fk. LOB Vlboras Creek—
Salinas River — — -- • — —



H. Fk. Sui Joaquln Rlver—






Trlb. of Momon Slough 	


TuoluMi liver—

S. Pk. Stanislaus River —
Trlb. of Johnny CrMk 	
tokelume River 	


n HI
**r w
3joa.or. CrMk 	


Qreen Valley Creek 	


Grereon Creek
ray .




do






.

do


N«whall, CaUf. 	


.65
.18
.65
.18
SAH JOAQUIH AMD 1091 RIVER BA3IB3 AKD ADJAOTT CO*
3«n Francisco. Calif.- 13.3 12.0
Atascadero, Calif.—
Hollister, Calif. 	
Santa Margarita, Calif.
do
Cooperopolis, Calif.—


Stockton, Calif. 	








Tuolu..ne, Calif. 	
San Andreas, Calif. 	


Sui Anrf Calif
" * *
Plaeervllle, Calif. 	
DanvUle, Calif. 	


DanrlLle, Calif. 	


p r»nf
Brentwwd, Calif. 	

T°
	 JO 	
do
ta

do
~°
do
~°


Jo""
1.0
4.04
111
"2.06
54.5
7.87
1,001
1,027
5.01
24.2
1,501
6/40.0
.35
2/387
20.3
29.5
.30
3.11
.76
.75
.20
.033
.083
.027
.045
.202
.319
~.619
66.2
1.0
4.01
no
2.01
52.7
7.62
996.5
1,022.4
4.92
24.1
iA.soi
39.7
.32
383.5
18.4
28.2
.30
2.97
.76
.74
.20
.033
.083
.027
.045
.199
.283
.613
66.0
S«pt. 1967
S«pt. 1969
5,pt. 1968
Sept. 1969
ST1L DRilllAGZ
Jan. 1878
Oct. 1935
— 1918
•or. 1947
— 1912
H>7 1940
— 1942
»o». 1947
int. 1953
tag. 1945
J. 10C1
2
1
57.8
29
28
6
6
30
45
28
22.7
19.6
28
37.0
10.1
16
7.7
14
63
45.8
11
23
71
40
17
7
7
9
5
12
6
7
12-i.
V-
• VE
29,138
28,159
150
136
549
4/532
26,000
25,860
25,590
265
263
45,410
45,028
1,421
1,367
289,000
284,266
289,000
285,646
579
560
1,410
1,383
2,332
1,068
5,500
5,436
96.3
95.5
210,000
209,183
12,930
12,697
6,712
6,690
4.41
4.23
134.01
88.59
32.68
27.04
27.08
24.86
5.75
5.24
1.34
1.32
1.920
1.864
1.347
1.185
2.45
2.32
12.60
12.28
176.49
174.97
60.9
60.07
5,803
S.7O6
12.67
12.24
-
|
—
-

-

—
-

-


-

-
-

-
-
•60
•60
40
55
•62
63
•62
62
50
•62
•70
•70
•45
•62
•50
•70
80
45
46
30
40
•60
•65
•40
•55
•40
•30
•70

2/9.85
2/28.2
1.41
.48
4/.15
.21
.41
.034
.161
.251
.210
.167
.132
.030
.083
.101
.300
.152
.201
.017
~~.053
.66
.11
.076
.15
.088
8/.096
ll.ua
8/.5T8
.14
.894
.19
H/.12
627
196
357
40.7
217
344
284
226
144
40.5
127
154
294
205
219
26
92.3
647
110.2
49.66
131
115
8/136
8/594
8/692.38
122
584
290
8A17.&1
CS
cx
SC3
SCS
scs
SCS
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
Capacity of debris basin varies.  Debris excavated at various times.
Sedimentation values as computed by Los Angeles County FCD are based  on complete water year.
Excludes drainage area above torris Du (215.46 sq.  •!.).
SOBS sediment slolced out Incidental to work on outlet.
Before construction of Don Pedro Reservoir in  1923.
                                                                                                                                        »ir«i iu« nj drainage area of Strawberry Reservoir.
                                                                                                                                        Excluding noncontrlbutlng areas above Salt Springs and Bear River I
                                                                                                                                        KTffTi»<<^g pond area.
                                                                                                                                        EstiaWted or assuasd.
-------
                                                                                                               SUMMARY OF

                                                                             RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970

DATA
SHEET
NUMBER



RESERVOIR




STREAM




NEAREST TOWN




DRAINAGE AREA
(SQUARE MILES)
TOTAL | NET


DATE OF
SURVEY


PERIOD
BETWEEN
SURVEYS
(YEARS)


STORAGE
CAPACITY
(ACRE -FT.)

CAPACITY
AVG. ANN.
INFLOW
(ACRE- FT.
PER
ACBE-FT)

SPECIFIC
lEIGHT
[DRY)
LB. PER
CO. FT.)

AVG, ANN.
SEDIMENT
ACCUMULATION
PER SO. MI.
OF NET DR.
AREA FOB
PERIOD SHOWN
AC.-FT. | TONS

AGENCY
SUPPLYING
DATA

                                                                                 SU JOAQUIH Am KEBI RIVER BASIX3 AND ADJACENT COASTAL DHAIMAGE (Continued)
                   71-31»     Taakattla ftenrolr Ho. 1	  Taaktttl* Cra*
                                                                                       Fnano, Calif.-
                   n-32.     Taakettle Rannolr «o
7
                   71-33a     Taak*ttl« Ba««nnlr Ho.
                                                                                                                  0.77
                                                                                                                   .273
                                                                                                                   .856
0.77 Fall 1938
— Fall 1948
- Pall 1951
- Pall 1955
— Pall 1956
— Pall 1957
- Pall 1958
- Pall 1959
- Pall I960
- Pall 1961
- Pall 1962
Fall 1963
Pall 1964
- Pall 1965
.273 Fall 1938
- Fall 1941
- Pall 1948
Pall 1951
Pall 1955
- Pall 1956
Pall 1957
- Fall 1958
Pall 1959
Pall 1960
- Pall 1961
- Pall 1962
- Pall 1963
Pall 1964
Fall 1965
.847 Fall 1938
- Fall 1948
Pall 1951
Fall 1955
Fall 1956
Pall 1957
- Fall . 195*
Pall 1959
- Fall 1960
Fall 1961
Fall 1962
Fall 1963
Pall 1964
Fall 1965
.856 Fall 1938
Pall 1940
Pall 1941
Pall 1948
Fall 1951J/
Fall 1956
Pall 1957
Fall 1958
Pall 1959
Pall 1960
Fall 1961
Pall . 1962
Pall 1963
Fall 1964
Pall 1965
	
10.0
3.0
4.0

1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
_
3.0
7.0
3.0
4.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
—
10.0
3.0
4.0
__
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0

2.0
1.0
7.0
3.0

1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
.091 Pall 1956 (1938-56)
Pall 1957
Pall 1958
Pall 1959
Pall 1960
19.0
1.0
1.0
1.0
                                                                                                                                                                 0>39
                                                                                                                                                                   .18
                                                                                                                                                                   .002
                                                                                                                                                                  0
                                                                                                                                                                 i/.352
                                                                                                                                                                   .079
                                                                                                                                                                   .068
                                                                                                                                                                   .050
                                                                                                                                                                   .030
                                                                                                                                                                   .015
                                                                                                                                                                 2/.066
                                                                                                                                                                   .134
                                                                                                                                                                   .078
                                                                                                                                                                   .021
                                                                                                                                                                   .0022
                                                                                                                                                                 2/.101
                                                                                                                                                                   .131
                                                                                                                                                                   .127
                                                                                                                                                                   .109
                                                                                                                                                                   .040
                                                                                                                                                                   .007
                                                                                                                                                                 2/.117
                                                                                                                                                                  .222
                                                                                                                                                                  .181
                                                                                                                                                                  .178
                                                                                                                                                                  .182
                                                                                                                                                                  .178
.159
.129
.127
.130
.127
                    0.0271
                     .1100
                     .0078
                                                                                                                                                                                                  .0591     —
                     .0065
                     .3228
                     .0889
                     .0054

                      0146
                     .0084
                     .0280
                     .0110
                                                                                                                                                                                                  .0241
                                                                                                                                                                                                  .0059
                                                                                                                                                                                                 0
                                                                                                                                                                                                 0
                                                                                                                                                                                                  .0003
                                                                                                                                                                                                  .0462
                                                                                                                                                                                                  .0572
                     .0066
                     .0250
                     .0080
                                                                                                                                                                                                  .0166     —
                                                                                                                                                                                                 0         —
                                                                                                                                                                                                  .0032     —
                                                                                                                                                                                                  .0032     —
                                                                                                                                                                                                  .0015     —
                                                                                                                                                                                                  .0474     —
                     .0026
                     .0204
                     .0112
                     .0160
   .0073
   .0042
   .0003
  0
   .0049
   .1457
   .0619
   .0338

   .029
V-.013
4/-.037
   .069
-------
71-36 Pine Flat 	 Kings River 	
71-37 Salinas Soya Ranch 	 — Trlb. of Satividad Creek—


_ ^° S*ritn ?
' J" i A" santa ncz
rt 00
M rt
rt° rt
p PI C V
T. W) inntfl cllcla riru Crocx
71-41 Success Lake 	 Tula River 	
^o
** 1°
T h 11 R H?
71 *ocr«ulr cm or

™, . 1™
71 ft3 do ^r^iln1! a ) or
71 LL CM. h Sn ta Y Hi
XX Lacnumi aanta n cr

	 do 	 	 ,!„ 	
7- -CB ftorrla uam.o Lr,cK
rf ri
H H
72 ? Biff C ° Bi C ° C
J ig anjo ifl anyon rcc


72-5 Bullards Bar 	 North Tuba- Rive* 	
tl C fV f 1 \ n 0°
7- 6 onttle (, n en; ear 1 or
p
7~ To caat rant Little itony CrtcK
72-8 Faulke Lake (False Lake) 	 N. Fk. Jenney Creek 	
72-9 Cerber 	 Trib. of Burch Creek 	
rtnrali° Llttl B
	 do 	 	 do 	
tonj orgo -i ony ^rock



72 li C 1 (Ba LQ) Ma 11 C ttV

IHlUlr MI1HL f*- '
"- ' millKcn ralilKcn Crock
72-16a Onion Creek Ho. 1 	 Onion Creek, trib. Of
Araer. River.
0 ^°
do rt
Onl C lr H "* rf
7-2 17 Union root o. *. do
	 do 	 	 do- 	
7*^lft ITnl r rt •
	 do 	 	 do 	
Sanger, Calif.— 	
	 do 	
Salinas, Calif. 	
d
Santa Barbara, Calif. -
ri°
rt°
H
(L»i
rlru, Calif.
Porterville, Calif. 	

	 do- 	
3a Crf "*'

Len»n Cove, Calif. 	


SACRAKEMTO,
Willits, Calif. 	
rt°
ri
do
h°T Calif
renc *
Sacramento, Calif. 	
Caraptonville, Calif.—
°
U urn, Calif.
~°
5° l-al1"-
Shasta, Calif. 	
Corning, Calif. 	
Chi t!flHf
	 do 	
rto" ' Q^^"
Cal
Potter Valley, Calif.-
St. Helena, Calif. 	

rt
Soda Springs, Calif.—
do
a
do
d


do
d°

1,542
.13
.205
216

425
393

2,074

560
417
EEL AND RUSSIA
5.7
5.1

5.50
3.12
460
130
11/101.5
.71
.31
14/8.23
1S/1'.9
12.0
283
.71
10.5
.19
.49
.65
I/ Orertopperf by sediAent, no oeasurementa taken in 1956; sediment renoved down to original reservoir bottom
2/ Sediment removed In suaner 1956 - no measurements taken.
2/ Last data for which significant data are available; reservoir inoperative until 1956 when
sediment was removed.
£/ Los» of oediaent not applicable to watershed as a whole.
^/ Period of abnormal operation. Represents 0.3 year of sedijnent accumulation behind partially
closed gates and 1.5 years of sediment depletion with wide open gates. Sediment value ia
residue at end of period.
6/ Represents sedimentation for 3 full runoff years because no significant Inflow occurred fron Oct. 1, 1953
to Feb. 13, 1954, or from Oct. 1, 1956, to Nov. 15, 1956.
7/ Original capacity determined from 1965 survey.
8/ Original capacity determined froa 1961, survey.
5/ Effective drainage area prior to 1931 was 216 sq. mi. There after 202.2 sq. mi.
1,542 Hay 1952 — 1,013,400
— Nov. 1956 6/3 l]oill95O
.13 Oct. 19537/ — 2/9.65
- Sept. 1964 U 9.34
.203 — 19518/ — 8/8.40
— , Sept. 1964 13 8.15

A*' 1Q/A ?1 77?O
— Feb. 1956 11.42 14,777
— Aug. 1969 13.5 9,654
(Vt iqfts in Qft'TTn
393 Sept. 1960 — «86,160
No». 1965 5.2 86,160
Nov. 1967 2.0 83,610
— Dec. 1968 1.1 83,680
2,074 June 1953 — 539,665
— Sept. 1956 3.3 539,115
Dec. 1968 12.2 534,465
— Nov. 1967 6 147,099

Jl RIVER BASINS
5.6 — 1930 — 313
— June 1966 36 216
5.03 — 1924 — *320
igAn 1A AAn
Hay 1966 6 643
5.48 Nov. 1934 — 200
Oct. 1945 n 196
3.05 Kar. 1940 — 258
Oct. 1945 5.6 254
479 Oct. 1919 — 31,500
— Jan. 1939 19.2 28,893

r0 iqio I?/ n'onn
Dec. 1?1O 12/50,900
.68 — 1851 — 130
.28 June 1917 — 190
8.08 Jan. 1918 — 3,718
— Jan. 1946 28 3,648
197 NOT. 1928 — 16/50,000
Ju* 1Q2O i'lOO
Dec. 1945 25.5 4,086
284 Dec. 1921 — 94,396
Kay 1959 37.5 86,785
.69 — 1953 — 183.0
— Nov. 1958 5 181.4
10.4 — 1924 — 2,000
.19 — 1957 — .114
— — 1959 1.0 .097
— — 1960 1.0 .093
.48 — 1957 — .132
— — 1958 1.0 .083
— — 1959 1.0 .081
1960 1.0 .069
— 1959 1.0 .205
10/ Data at elevation 748 (limit of 8-7-1
.612
.612
.611
.42
.38
.a
.41
.27
.681
.681
.660
.661
.81
.81
.803
.389
.382
.10
.07
.12
.29
.24
.24
—
.80
-
-
.29
.248
.228
.039
.033
.033
.032
.042
.026
.026
.022
.062
.067
.061
;9 survey).
*62 .04 54
•62 .29 392
•65 .23 325.6
•65 .10 141.6


.43 —
— 1.88 —
52 .58 658
«0 °0
•62 3.244 4,383
•62 -.163 -218.7
•62 .074 100
•62 .186 252
•62 .745 1,006
10/3.79
77.5 .48 1,063
•50 .63 686
50.3 .56 642
44.7 .069 67.2
46 .217 217
•70 .284 433
•70 .749 1,140
55 137-37 tJ/443
54 .147 173
78.3 .971 1,656
48.8 .307 326
54 U/.27 11/319
•75 .711 1,161
73 .71 1,129
.46

.074 —
.on —
U>24

.0004 —
.0206
!2/.oooo —
.0273
> Spillway creat elevation 750
drainage basin after 1914.
12/ Spillway elevation (dashboard creat elevation 50,900); U5GS Water-Supply pape
13/ Based on the natural drainage area.
14/ Excluding 3 sq. cil. above P. C. & E. Canal.
15/ The natural drainage area less area above East Park Reservoir. Flow diverted
basin to East Park Reservoir after 1914.
» 16/ U. 3. Bureau of Reclamation capacity curve (3-31-45); U3CS Water-Supply Papers
Part II., 1798-F.
12/ Net sedijuent loss - treated aa 0 gain.
B Estimated or assumed.
CE
scs
SOS
G5
OS
CE
CE
CE
BR
SCS
SCS
SCS
SCS
SCS
SCS
GS
SCS
SCS
SCS
GS
SCS
GS
SCS
SCS
FS
FS
FS
ft.
r 1798-F.
from the
1635
-------
                                                                                                                   SUMMARY OF

                                                                                 RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970



SHEET
NUMBER





RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVG. ANN.
INFLOW
RATIO
(ACBE-FT.
PEB



SPECIFIC
WEIGHT
(DRY)
LB.PER
:u. FT.)


AVG. ANN
SEDIMENT
ACCUHULATDN
PEBSQ.M1.
QFNETDB.
AREA FOB
PERIOD SHOWN

AC.-FT.| TONS


AGENCY
SUPPLYING
DATA


                                  Colon Crv* •».
                                                                Onion Cr«*, trlb. of
                                                                 ACT. Blvcr.
                                                                                               SACHAMBnO, EB. AMD BUSS1A8 Rim P*gg?

                                                                                           Sod. Spring!, C*llt.—      0.39        0.39
                                                                                                                                          —    199T    —
72-201


72-21

72-22

72-23

72-24

72-25

72-26.
-a
to
72-28

72-29

72-30

72-31




73-1

73-2
                                                                                                                       .00


                                                                                                                       .038

                                                                                                                       .175

                                                                                                                      1.69

                                                                                                                       087

                                                                                                                       .594

                                                                                                                      1.63
 .80


 .037

 .173

1.68

 .184

 .992

1.63
                                                                                                                   Oat
                                                                                                                       .084

                                                                                                                       .666

                                                                                                                       .166

                                                                                                                       .285
                                                                                                            .083

                                                                                                          ".663

                                                                                                            .161

                                                                                                            .283
 —   1998
 —   1959
 —   1960
 —   1958
 —   1959
 —   1960
 tag.  19611/

 Oat!  196CJ/
 Oot  1969
      19S81/
      1965
      19602/
      1964
 Oat.  196O3/
 Oot.  1965
 Fall  1962
Sa-n-1963
>—«• 1964
     r 1965
     • 1966
     r 1967
     :1968
     • 1969
     r 1970
 Pill  1962
3«—«• 1963

1     1965
Sonar 1966
1   i 1967
In	 1968
SOMT 1969
Sammr 1970
 J«l7  1954V
 J«U  1967
 tag.  1955V
 Jol7  1967
 tag.  1950V
 tag.  1967
 Jolj  1952V
 JoU  1967
 1.0
 1.0
 1.0

 1.0
 1.0

 4

 5

 7

 4

 5

  .80
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0

  .78
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0
 1.0

13

12

17

15
                                                                                                     CJUUTH, BOGUS, AH) UXPCJUi Ultra BASHB
                                                                                                                     61.6

                                                                                                                       .267
                                                                                                                                   .267
.112
.101
.046
.0754
.0723
.0609
lAo.30
9.86
1/21.90
21.04
46.76
2^7.36
2/6^78
4.61
^
—
_
«
_
	
	
	
_
	
—
—
—
	
__
—
__
7.3
7.O7
26.94
19.50
25.18
24.24
14.06
13.O2
.037
.033
.015
.025
.024
.020
'.221
*Io99
«.O97
•Io23
.092
.088
..010
».OO7
^
—
	
^
—
—
—
—
__
—
—
—
—
—
—
—
—
.11
.11
.038
.027
.189
.182
•.040
•Jim
_
_
—
_
—
^
•66
—
«*5
•78.9
__
Js
^
—
__
__
—
—
—
—
_
_
—
—
—
—
—
—
__
_
•60
_
67
—
59

•60
0.1248
.0296
.1790
__
.0069
.OQ1O
2.97
_
.92
~.69
^
.96
.73
—
.094
•028
.139
.119
.068
.083
.143
.091
__
.039
.043
.429
.491
.037
.033
.242
.141

.21
_
.94
—
.37

.24
_„
_
_
_
—
^
4^69

736
1^6

1.399
— _
—
	
«.
_
	
—
— .
_
	
—
	
—
	
_
	
__
	 '
274
_
1.372
—
479

314



P8


SCS
scs
'

scs
scs
PS







PS








scs

scs

scs

scs

Oat.
Oot.
J*JM
tag.
tag.
tag.

Jaly
Jon.
tag.
tag.
fag.
J.17
J-17
JOM
tag.
tag.
tag.
Jolj
J^7
1924
1951
1969
1966
1967
1968
1969
1970
1969
19.'*
1967
1968
1969
1970
1965
1966
1967
1968
1969
1970
__
27
~-
1.12
1.01
1.0
.94
.98
—
1.11
1.01
1.0
.94
.98
—
1.11
1.01
1.0
.94
.98
6/8,300
7.500
2/.019
_
	
	
_
__
J/.012
—
__
—
—
_
2/.OU
__
—
—
__
—

                                                                                                                                                                                                      .0092
                                                                                                                                                                                                      .0009
                                                                                                                                                                                                      .0016
                                                                                                                                                                                 .00004     —     —
                                                                                                                                                                                                      .0031
                                                                                                                                                                                                      .OOO3
                                                                                                                                                                                                      .0004

                                                                                                                                                                                                      • 0004

                                                                                                                                                                                                      .0147
                                                                                                                                                                                                      .002
                                                                                                                                                                                                      .0023
                                                                                                                                                                                                      .001
                                                                                                                                                                                                      .0097
-------
co
73-5
74-1
74-2
74-3
74-4
74- 5»
74-6
74-7
74-Sa
74-9
74-10
74-11
74-12
74-13
74-14
74-15
74-16
74-17
74-18
74-19
74-20
Coyote Creek #4* 	
do
do
do
Condit (White Salron) 	
Lake Harriet (Oak Grove) 	


Cottage Grove 	
Luther Claypool Pond 	 • 	
Paul Jaegar No. 1 Pond 	
J
Paul Jaegar No. 2 Pond
Paul Jaegar Ho. 3 Pond 	
J. M. Hllaon Pond 	
d°
lllard Harnct o™
Arthur Schmidt Pond 	
Rock Creek Improvement Co. 	
Vernon Christ Pond 	
Milt J. Martin Pond 	
H t M Co POT*!
unt IvestocK ^o. rond
Cold Springs 	

uorena
? *l
• ndrov3 '
A
A
do
A


^J^TJI^l— JIZZZ
no


rt^
7°
rf
do
Trib. Sc-uth ilT.raiia Hlvir —
do-
A
rtn
A
Tiller, Oreg. 	 .188
j°
IOWEP- OQU/MSIA HJvKR BASIN AND PACIr'IC COA
White Salnwn Rivsr 	 Underwood, Wash. 	 33?
Trib. of Clackamas. River —


Coast Pk. Hniamette River
Trib. of Beaver Creek 	
Trib. of John Day River 	

Trio, or noot Crock
Trib. of John Day River 	
Trib. of Deschutes River —
jj°
A°
Trib. of Buck Cr«ek 	
Trib. of White River 	
Five Mile Creek 	


f B ek
rlo. or ueK reek
Cold Springs Canyon 	


Trib. Blue Hiver 	
A
7°
A
do
ri°
do


do

0
flo
A
do
do
do
Portland, Ore,?. 	 — 126
Penrtleton, Or«g. 	 186
Cottage Grove, tr-t.. — 104
Post, Oreg. 	 1.09
Condon, Orcg. 	 — - .625
* fftfl
do .too
	 do 	 .250
Ifci-o, Oree. 	 1.50
dflr ?1O
ent, eg. -3JU
ShaniJco, Oreg. 	 .115
Tygh V«Uey, Oreg. 	 5.62
Dufur, Oreg. 	 .089
The Dalles, Oreg. 	 .070
ShanUc Or ftvt
nanlJco, urcg. .050
Cold Springs, Oreg 	 188
Cottage Grove, Oreg.— 265
Bl H? Or
ue cr, g. ,Jf

d
d
rt
rt "IT
rtn '


-
ao .JA
do
rt
rt
do
.188
sr BASDIS i«
337
126
184
102
1.09
.624
.467
.249
1.50
.209
.114
5.60
.088
.069
.050
186
262
•37



.233
.391
June
Aug.
Aug.
Aug.
July
July
I NOHTHE
Kay
Aug.
Aug.
Oct.
July
Oct.
Dec.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Oct.
Feb.
May
Oct.
Sept.
Aug.
Aug.
July
Aug.
Aug.
Aug.
Aug.
Aug.
July
Aug.
Aug.
Aug.
Dec.
Apr.
Aug.
Aug.
a-
1965
1966
1967
1968
1969
1970
KM OREXM
1913
1936
1924
1948
1926
1946
1942
1947
1946
1951
1943
1951
1946
1951
1944
1951
1946
1951
1941
1951
1940
1951
1933
19519/
1941
1951
1944
1951
1942
1951
1908
1951
1949
1958
1965
1966
1967
1968
1969
1970
1965
1966
1967
1968
1969
1970
1965
1966
1967
1968
1969
1.11
1.01
1.0
.94
.98
N
23
24
19.75
5.1
5
8
5
7
5
10
11
13
10
7
9
43
8.9
1.05
.92
.99
.84
.96
.98
.92
.99
1.0
1.0
.31
.97
1.0
1.0
-CA
1/-
8/1,081 —
1,054 —
256 .001
252 .001
73,474
33,000 '.165
32,873 *.164
3.79 —
1.82 —
1.40
2.51
3.04 —
1.08 —


2.00 —
250 —
247 —
1.61 -
2.72 —
2.58 —

49,709 —
44,668 —
77,500 .143
77,150 .142
2/.12 .0001




2/.056 .0001
- -
2/.061 .00005
_ _
•

-
.40
•70
"TO
•70
•70
•70
•70
•70
•70
•70
•70
•70
78
-

-
-

_
-

.0094
.0009
.0027
.001
.0049
.004
.0013
.07
.244
.037
.085
.299
.12
.01
.24
.03
.045
.227
.29
.20
~.63
.150
.011
.214
.243
.332
.095
~.03U
0
.0013
.0157
.0155

.054
.041
.10
-
61
56.4
130
456
183
15.24
366
45.73
68.61
346
442
305
1,070
-

-
—
-
—

—

PS
SC5
SCS
SCS
CE
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
SCS
CE
PS
PS
PS
                          I/  Original capacity determined by 1965 survey.
                          2/  Original capacity determined fron 1964 survey.   Capacity shown is for an elevation 4 ft. below apillway crest.
                          2/  Original capacity obtained during 1965 survey.   Total capacity with  flashboarda * 9.21 ac.-ft,
                          lj  From one disturbed and two undisturbed samples.
                          *J  Original capacity determined from 1967 survey.
6/  Based on original topographic survey; believed  to be unreliable.
2/  Sediment measured and removed periodically.
8/  Da* was raised  5 feet In 192?.
2/  Built in 1941.  Reservoir was thoroughly cleaned In 1945-
*   Estimated or assumed.
-------
                                 SUMMARY OF
  RESERVOIR SEDIMENTATION SURVEYS MADE IN THE UNITED STATES THROUGH 1970

DATA
SHEET
NUMBER




RESERVOIR





STREAM





NEAREST TOWN





DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET


DATE OF
SURVEY



PERIOD
BETWEEN
SURVEYS
(YEARS)



STORAGE
CAPACITY
(ACRE -FT.)


CAPACITY
AVG. ANN.
INFLOW
(ACRE-FT.
PER


SPECIFIC
WEIGHT
(DRY)
LB. PER
CU. FT.)


AVG. ANN.
SEDIMENT
ACCUMULATION
PER SQ. MI.
OF NET DR.
AREA FOR
PERIOD SHOWN

AC.-FT. | TONS

AGENCY
SUPPLYING
DATA


COLUMBIA BITCH BASIS (GRAND COULEE TO UWTULA) AND PACIFIC COAST DRADUCB IH WSHIKOTOS
                    Takljm, Chalao, and Okanogan River Basins
75-1
75-2
75-3
75-4
75-5
75-6
75-7
75-8
75-9
75-10
75-11
75-12
75-13
75-14
75-15
75-1*
75-17
75-18
75-19
7V20
75-a
75-22
Diablo 	
High Vallay Ranch 11 Pond 	
High Vallay Ranch K Pond 	
High Vallay Ranch t) Pond 	
	 -do 	
Hanry Clerf Pond 	
Coffin Sheep Co. Pond 	
Pea Creak 	
ST~
do
	 do 	
Buna 	
	 do 	
	 dc 	
McCrea- 	
~°
j
do 	 -
Crabtraa 	
	 do 	
Lla«allyn 	
a» a. j

Rax Lyle 	
_ . .

John Landa (PD 90, Bllt. 81)—
Shaffar 	
Son Splead Ho. 1 	
San Spioad «o. 2 	
do 	
Taleoky 	
Ter«llllger (PO 273, BLK. .1)-
io- 	
Roby 	
Skagit Rl»er 	
Wenaa Creek 	
~°
	 do 	
do 	
Rye Orasa Creek 	
laches Hirer 	
Pox 	
	 do 	
—to 	
	 do 	
—do- 	
Bums 	
	 do 	
——do 	
	 to 	
McCree 	
do
rt
do-
Trib. Unite 	
	 do 	
Trlb. Oooaa— — — — —




	 do 	
do 	
	 do 	
— —do— 	
do
do 	
Mb. Crab— 	
Ho Kane 	
to
Goose Crack 	
Balllnghan, Kaah. 	
TalcUs., Wash 	
EUansburg, Kaah. 	
• -do
	 do——————
do
Iikiae, Wash. 	

——do —
do"'

	 do
	 do 	

do


—do— 	 '
Auburn, Wash. 	
Wilbur, Wash 	
RitSYllle, Wash. 	
••do —
	 do
do
do
Moses Lake, Wash. 	
_£- -
Wilbur, Wash. 	
Bd«all, Wash 	
Warden. Waah 	


1,100
4.11
.184
.312
1.47
.482
1.82
2.18
-
1.985
.475
1.25
4.15
.71
.31
.092
.356
.17
.80
4.77
2.26
.05
4.10
1,100
4.10
.184
.312
1.47
.480
1.82
" 2.18
1.985
—
.11
1.25
4.15
.71
.31
.092
.356
.17
.80
4.77
2.26
.05
3.85
— 1930
~ 1939
Oct. 1951
— 1910
Oct. 1951
— 1940
Oct. 1951
— 1946
Oct. 1951
— 1939
Oct. 1951
Suner 1965
Suner 1966
Suner 1967
Suner 1968
Suner 1969
Sunar 1970
Suner 1971
Suner 1965
Sunsr 1966
Suner 1967
Suner 1968
Suraer 1969
Suner 1970
Suner 1971
Suner 1965
Sunsr 1966
Sunser 1967
Sunar 1968
Suner 1969
Suner 1970
Sunsr 1971
fey 1967
June 1970
July 1957
July 1967
fey 1959
fey 196?
June 1959
fey 1969
June 1951
fey 1969
Jan. 1970
Sapt. 1970
June 1958
Bov. 1770
- 1969
Sapt. 1970
Jura 1969
Sept. 1970
Apr. 1963
fey 1969
Apr. 1957
June 1964
Apr. 1968
Dao. 1968
D.o. 1969
— 1938
Apr. 1969
6
12
11
11
5
12
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
10
10
10
18
1
12
1
1
6
7
1
1
30
89,220
88,862
8.61
7.63
.58
.51
1.53
1.42
2.38
2.02
2.63
2.47
i/-
_
_
iT
-
i/-
~6.92
6.38
17.52
8.42
3.54
0
2.75
1.66
2.24
0
2/_
5.1
.85
13.43
0
2/—
22.91
2.56
—
-
-
-
-
-
—
.01
.009
.26
.13
.04
.12
.37

-
.02
.003
.09
.10
.01
—
•70
•70
•70
•70
•70

-
110
~—
•60
•80
•80
•80
•80
•60
•60
•60
•70
•80
•60
•60
•70
0.054
.02
.04
.03
.01
.027
.0076
.0022
.0076
0
.0577
.0
.0
.0
.0
.0
.0366
0
0
0
0
0
1.65
.73
.09
.155
.40
.8
.28
.73
.15
.85
1.4
8.6
.175
—
30.49
61.0
46.0
15.24
41.16
18.4
18.4
5.3
18.1
0
136.5
0
0
0
0
0
87.9
0
0
0
0
0
39.7
2,156
1,272
156.8
270
696.8
1,045
366
954
229
1,480
1,829
11.238
266
SCS
scs
scs
scs
scs
scs
PS
re
PS
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
scs
-------
                                                                   COUDBU mm BASH
                                                                                       (DnBUTIOUL BCTnffMHT TO (SUB) COOUE) AID PACIFIC COAST fTBftTTWJf U
                                                                                       P«dorl«ll<, Spokana. Halla "alia, and lo~r Smka Unr Bulna
-q
Oi
7M
76-2
76-3a
76-4
76-5
76-6
76-7
76-8
76-9
76-10
76-lla
76-12
76-13
76-14
76-15
76-16
•TO. Wlaa ao. 1 not 	
ft*. Uolaa to. 2 Pool 	
laator »aawa ao. 1 Pond —
Uotor iaa.n lo. 2 Pool—
_ _ _ . _



_ . _ . . .

Ibldon *«>».• Poad
RIOT tartmtAmr Pood 	








1Ula thill HTW Ar»
NAry tteMrvolr


rtn
rt


rtn
Mala Pork Bon. CrMk 	
rtn

rtn


•..•t Pork HOTM Crwk 	


rtn
rtn



™** * 8UU-U .1






Tr-lh Cl Bl Lflv1..t Trtahn
^r^ '"rtn **'' do *


— do »•» Plcrc*>, Idaho —
— PadooMBlw 	 FbtHteh. latate 	









.







ri h in.r rit T». 1958
•or. 1960
Sopt. 1961
Sopt. 1962
Sopt. 1963
Oct. 1964
July 1965
Oct. 1965
Oct. 1966
Oct. 1967
Oct. 1968
Oct. 1969
Oct. 1970
Oct. 1971
Oct. 1965
Oct. 1966
Oot. 1967
Oot. 1968
Oot. 1969
Oct. 1970
Oct. 1971
6
6
10
6
7
5
5
8
10
8
7
20
3.61
2.00
2.00
.83
1.00
1.00
1.03
.75
1
1
1
1
1
1
1
1
1
1
1
1
1.23
2.54
2.14
1.45
1.18
1.21
.69
2.20
2.11
4.22
3.87
2.54
2.12
4.58
4.40
2.71
2.52
2.49
2.41
5.16
4.97
1.29
1.23
.80
.62
9,668
7,237
5,507
4,656
3.569
3,458
2,918
2,874
1,912
1/.087



-
1/.039



-
-
-




—



-
-

-



.023
.017
.013
.011
.008
.003
.007
.007
.004





-



-

•70
•70
•70
•70
•70
•70
•70
•70
•70
•70
•70
•70
•75


•75


•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
•90
.31
.27
.70
.12
5.38
4.20
1.20
.19
,2.0
.64
~~.64
473
— SCS
473
— SCS
4,116
— SCS
1,067
, 183
?,202
6,403
— SCS
— SCS
1,830
— SCS
290
3,050
SCS
976
— SCS
976
.405 662
.484 791
.255 417
.744 1.215
.073 119
.307 $01
.023 38
4A.027 AA.678
.0024
.0064
.0024
.0043
.0048
.0034
.0022
.0056
.0016
.0029
.0045
.0070
4.8
12.9
4.7
8.5
9.4
26.2
PS
4.1
11.0
3.8
5.6
8.8
13.7
                                                                                                              ftmt miff11 n r^"m
                                                                                         SNUB HITO BASH  (PROM UK HOL ID OUKB BOMB BUS)
                                                                                                                  43           42.8     —    J892    —         4,737
                                                                                                                               —       Jon.  1947    55         4,668
                                                                                                               2,750     .5/2,5*0       Jno  1924    —        37,659
                                                                                                                  —           —       Jyna  1936    12        33.622
                                                                                                                 16          «16       —    1905    —         7,897
                                                                                                                  —           —       Jon.  1947    42         7,855
                                                                                                               2,211        2,170       Fob.  1915    —       279,250
                                                                                                                  —           —       Oct.  1947    32.6     271,550
                                                                                                                    .614         .590   —    190$    —           104.20
                                                                                                                  —           —       Aug.  1951    46           100.67
                                                                                                                    .436         -424   —    1940    —            44.49
                                                                                                                  —           —       Sopt. 1951    11            43.24
                                                    .017
                                                    .015
                                                    .186
                                                    .181
                                                                73

                                                               •70

                                                               •70
                                      l and m>v»d pndodleallr.
                      OMlltlnc atnictar* for  rtttun lrrl«»Uoo »t«r.
                      Built 1941.  S«Mrvolr t«a  Lhorwi«hlj elaaned la 19J.5.
Inelndca obon
Db*M not inelnd*
dopoalta idUln  original flov llaaa.
     araa abova  Papotto Lakao.
                                                     .03

                                                     .132

                                                     .063

                                                     .109

                                                    ".136

                                                     .259
 —     SCS

 —     SCS

 —     SCS
173.3
 —     SCS
2O7

395
-------
                                                                                                               SUMMARY OF
                                                                              RESERVOIR SEDIMENTATION SURVEYS MADE 01 THE UNITED STATES THROUGH 1910


DATA
SHEET
NUMBER





RESERVOIR






STREAM






NEAREST TOWN






DRAINAGE AREA
(SQUARE MILES)

TOTAL | NET



DATE OF
SURVEY




PERIOD
BETWEEN
SURVEYS
(YEARS)




STORAGE
CAPACITY
(ACRE -FT.)



CAPACITY
AVa ANN.
INFLOW
(ACBE-FT.
PEB,



SPECIFIC
•EIGHT
(DRY)
L& PER
CU. FT.)


AVa ANN.
SEWTT
ACCUMULATION
PEBSQ. tO.
OFNETDB.
AREA FOB
PERIOD SHOWN

AC.-FT. | TONS


AGENCY
SUPPLYING
DATA


                                                                                   sun Eiyn ami (ra» UK anx TO OUKB aon aim)
71
-q
Oi
 0.543
—
  .218
—
 1.61
—
  .193
—
 1.07
—
  .484
—
  .12
—
  .27
—
14.0
—
  .098
                      7»-18
                      78-21      -0- CrMk
 0.538   —    1»4J
—       tat.  1991
  .217   —    1945
—       3q*. 1951
 1.61    —    1941
—       S«l*. 1951
  .191   —    1941
_       Sq». 1951
 1.O6    —    1939
—       3«pt. 1951
  .483   —    1939
—       Oct.  1951
—       —    1952
—       *j   1956
—       —    1952
—       Ifcj   1956
—       —    1948
—       Ihr   1956
  .098   log.  1965
—       Jwx  1966
—       J<»  1967
—       July  1968
—       fci.  1968
—       J»  1969
—       lag.  1969
—       J«IT  1970
—       S«pt. 1970
  .775   taf  1965
—       Jm  1966
—       Jon.  1967
—       JoU  1968
-       to..  1969
—       Joo.  1969
—       tag.  1969
—       J«»  1970
—       S^rt. 1970
  .40    Jaly  1965
—       J<~  1966
—       Jn.  1967
_       July  1968
-       to..  19&8
—       Jon.  1969
—       tag.  1969
_       Jaw  1970
—       3«pt. 1970
  .41    S*j>t. 1965
—       Jm  1966
—       Jn.  1967
—       Jolj  1968
—       to..  1968
—       J«»  1969
—       Aug.  1969
—       Jaw  1970
—       S«pt. 197O
  .75    >at-  1965
—       Jon.  1966
—       Jaw  1967
—       July  1969
_       Ort.  19*8
—       Jaw  1969
—       tag.  1969
—       Jaw  1970
—       S«pt. 1970
  .47    July  1965
—       Joo.  1966
—       Jaw  1967
 4
—
 8
—
  .80
  .98
 1.09
  .35
  .60
  .21
  .84
  .21
—
  .79
 1.0
 1.07
  .36
  .62
  .17
  .83
  .21
—
  .87
  .99
 1.07
  .37
  .60
  .19
  .82
  .21
—
  .75
 1.0
 1.07
  .36
  .56
  .23
  .82
  .21
—
  .80
  .98
 1.08
  .30
  .60
  .24
  .82
  .21
—
  .85
  .99
                                                                                                                                                                17.»
                                                                                                                                                                16.57
                                                                                                                                                                 2.9O
                                                                                                                                                                 2.71
                                                                                                                                                                 7.82
                                                                                                                                                                 7.52
                                                                                                                                                                 4;J4
                                                                                                                                                                 4.49
                                                                                                                                                                12.18
                                                                                                                                                                11.81
                                                                                                                                                                 1.08
                                                                                                                                                                  .84
                                                                                                                                                                 1.56
                                                                                                                                                                 1.52
                                                                                                                                                                 6.94
                                                                                                                                                                 6.76
                                                                                                                                                                52.27
                                                                                                                                                                31.97
                                                                                                                                                                l/.OM
                                                                                                                                                                1/.013     —
                                                                                                                                                                1/-046     —
                                                                                                                                                                —
                                                                                                                                                                2/-023     —
                                                                                                                                                               1/-02O7    —
                                                                                                                                                               1/.OL7     —
                                   •70

                                   •70

                                   •70

                                   •70

                                   •70

                                   •70
0.240
.147

.02
H
.05
.03
__
.Ok

.079

.17
__
.18
_
.0002
.0007
.0017
.0003
.0409
0
.0194
0
_
.0002
.0014
.0006
.0011
,0079
0
.0028
0
	
.0002
.0009
.0028
.0081
.OU6
0
.0162
0
	
.0006
.0107
.0039
.002
.067
0
.0214
0
_
.0103
.007
.00011
.0177
.04
0
.0276
0
—
.0017
.0187
366
224

30.49
_
76.23
45.73
_
61.0
_
_
_
_„
_
—
-.
	
— .
—
—
_
_
—
—
—
—
—
—
_
—
_
—
—
_
_
__
__
—
_
_
_
__
—
_
—
_
—
—
—
—
_
_
_
«
_
—
__
_
—
+-.
—
— .
—


scs

SCS


SC9

SCS

SCS

scs

PS








rs








PS








PS








PS








PS


-------














79-1


•to. »

79-1











79-6






























K
*


rtn
rt
f 	 •- iMll^mt TU
E0*rl TMt ZUlkul "*•



*
rt-
f
7°
Rattlvon&k* Botta Pond 	


*'
rloncor
Tailholt -A- Cmk Swiijaant
Dan

do
do
do
Ao
T iit> it «n» r b "
Hut
*!


dn
Tailholt "C" Scdlamt Dw— —
do
-d
do






do
do






do
do
-do

do

do






Fted BMd to tak* hinTlft*<1 >*jq3l** at
AU valvva lo«t du« to Incorrect ma


do
' do



dn


do
do

rtn
Big Mood RiT*r 	




Trib. South Pork Salm —
do


do
do
rt
nn


do
™°
Trib. South Pork Srtmm —
do
do
do
dn
do



do


dn


do
do
do













id organic Htt«r.


do




d


do
do
do
la
SNAKE RIVER BASIH (ABO7E KIHCS HILL) A
Roxaraon Idaho 1 560 1
6 ^ > »JWJ
ci p Idaho— im
w* *rry, loj
Tellow Pin«, Idaho- 	 .845
do-
do


do
j «i

j

rta
00
Tcllov Pin*, Idaho 	 .556
do
rtD
dn
A
1 •» »i

dn

do
rf-

rt-




rt
rt
rto
rt
™
do

uo -•




PUEBTO RICO
otuado, nurto Rico 4/46*9
V






**







n sujtm
4.80




.84





jti





.548




.






^








'


"*
'





f^tvin^i
Drt«r«ln<












°*' ??zZ
1**^ ,«2
BIVER BASH
— 1943



. itticj
Aug. 1967











Ao«. 1967




•fun* 1970
"V.
























•xtciulon pro,
id by 1952 mtrn


















en*

* '*

































" i







l*et lara
T.














25.56




i/'O^6*





y





V.01!




^















"~



~"





•«*»«d th« dnln«






IW13
*J*J*f




_.»



,„.

""





.017
"








'•™*

*S??7






*nnS
•J***^











•—•*
******





B* araa to 85-5 aq. «i. j pot lot-







^
"*

™*

"
*




-*
-
"~



~~
~"


"™

"•
-


"

~
"•




"^
"•






^




^





'"
B oparvtl






Fa







scs


^^
SCa
PS











PS





P5


















^^
SGa



SCS
Lon Oot
-------
oo
        Index number corresponds to first of two numbers
      in summary table, which appear in column headed
     'Data Sheet No"
     INDEX  OF
RIVER BASIN  MAPS
-------
RESERVOIR
DATA
                                      CONCHAS RESERVOIR
                                         NAME OF RESERVOIR
                                                                             47-lb
                                                                            DATA SHEET NO.
I
HIOAJOS3J3
63
li

<
§
J
ts>



1. OWNERColnMO,Ennilniealm
«. 8EC, 33 TWP. 14N
RANGE 28E
7 LA? 36° 24' 10° LONG. 104° 11 ' 25"
10. STORAGE 11.
ALLOCATION
0. FLOOD CONTROL
b. MULTIPLE USE
C. POWER
2. STREAM Canadian and Conchaa
5. NEAREST P 0
Concbao Dran
8. TOP OF DAM ELEVATION 4340
ELEVATION 12. ORIGINAL
TOP OF POOL SURFACE AREA. ACRES
4.218 J
1
1
13.715





d. WATER SUPPLY |
0. IRRIGATION j
V. CONSERVATION
Q. INACTIVE
17. LENGTH OF RESERVOIR
10. TOTAL DRAINAGE AREA
4.201 1
4,168 J
Canadian 28 — *
10,073
3,520
MILES
7,409 SQ. Ml.
19. NET SEDIMENT CONTRIBUTING AREA 6,976 SQ. Ml.
20. LENGTH 100
21. MAX. ELEV. 13,000
28. DATE OF
SURVEY &
Jon. 1939
May 1940
June 1942
Nov. 1942
Oct. 1944
Feb. 1949
Oct. 1963
Oct. 1970
26. DATE OF
SURVEY .§/
May 1940
June 1942
Nov. 1942
Oct. 1944
Feb. 1949
Oct. 1983
Oct. 1970
26. DATE OF
SURVEY •2'
May 1940
June 1942
Nov. 1942
Oct. 1944
Feb. 1949
Oct. 1983
Oct. 1970
7fi. DATE OF
SURVEY -=/
May 1940
June 1942
Nov. 1942
Oct. 1944
Fob. 1949
Oct. 1968
Oct. 1970
PERIOD
YEARS
2.1
.4
1.9
4.3
14.7
6.93
MILES I AV. WIDTH
73 MILES
J MIN. ELEV. 4,074
20.
ACCL.
YEARS
1.4
3.4
3.8
8.7
10.1
24.83
31.76
34. PERIOD
ANNUAL
PRECIPITATION
Inched
14.26
22.40
12.50
14.32
13.68
13.01
12.04
37.
29. TYPE OF
SURVEY
Contour
Range
Range
Ron os
Contour
Contour
Range (D)
Contour


3. STATE NewMenlco
6. COUNTY SnnMJnual
9. SPILLWAY CREST ELEV. 4201 ^
13. ORIGINAL 114. GROSS STORAGE, 19. DATE
CAPACITY. ACRE-FEETJ ACRE-FEET STORAGE BEGAN
201.834 i 601.112
1 Jan. 1939







MAI OBKTB RUTr.flN1

296,412
108,866
398.278
1O2.866
AV. WIDTH OF RESERVOIR 4200 Contow 0.7B M|LES
22. MEAN ANNUAL PRECIPITATION 15.2-^ INCHES
23. MEAN ANNUAL RUNOFF 0.4866^ (66.8) INCHES
24. MEAN ANNUAL RUNOFF 192,200(65.3) AC.-FT.
23. ANNUAL TEMP • MEAN 49°
30. NO. OF RANGES
OR CONTOUR INT.
10 feet
14 ranged
24 ranged
28 rangao
10 feet
10 feet
45 ranged
5 feet
31. SURFACE
AREA. ACRES
13.715
13,349
13,662
13,677
13,664
35. PERIOD WATER INFLOW. ACRE-FEET
0. MEAN ANNUAL
72,700
869,780
1.079,980
143,750
120,500
144,340
167,100
h. MAX. ANNUAL
1,069,699
1,168,360
168,868
336,614
394,190
PERIOD CAPACITY LOSS, ACRE-FEET
o. PERIOD TOTAL
1.400
14.600
4.000
4.366
10.693
16.364
21,848
39. AV. DRY WGT.,
LBS. PER CU. FT.
75.7°
76.7 ,
76.7
75.7
76.7
76.7
76.7
b. AV. ANNUAL
6,952
2,290
2,460
1.046
3,167
c.HER SQ. Ml
•YEAR
0.996
.328
.353
.150
.453
40.SED.DEP..JONSPERSQ.M
o. PERIOD
1.648
541
581
247
748
b. TOTAL 'TO
.-YR.
DATE
236
1,113
1,243
1,009
818
478
587
c. PERIOD TOTAI
101,780
1,805,640
431,990
273,130
618,140
2,121,860
1,087,100
RANGE 20-7 B^/
32. CAPACITY,
ACRE-FEET
601,112
599,712
686,112
681,112
576,766
566,16?
650.791
528,951
33. C/l. RATIO,
AC.-FT. PER AC.-FT.
3.13
3.12
3.04
3.02
3.00
2.96
2.87
2.76
36. WATER INFL TO DATE, AC.-FT.
o. MEAN ANNUAL
72.700
560,980
616,607
458.320
309.960
211,790
199,670
b. TOTAL TO DATE
101,780
1,907,320
2,339,810
2,612,440
3.130.580
5,252,430
6,339,530
38. TOTAL SED. DEPOSITS TO DATE. ACRE-FEET
o. TOTAL TO DATE
1,400
16,000
20,000
24.366
34,949
50,313
72,181
b. AV. ANNUAL
1,000
4,710
5,260
4,270
3.460
2.030
2,278
«i. STORAGE LOSS. PCT.
D.AV. ANN.
0.17
.78
.88
.71
.58
.84
.88
b. TOT. TO DATE
0.23
2.68
3.33
4.06
6.81
8.87
12.00
c. PER SQl Ml. -YEAR
0.143
.676
.754
.612
.496
.291
.328
42. SED. INFLOW, PPM
o. PERIOD b. TOT. TO DATE
16.687 16,687
9,810 10,177
11.238 10,372
19,348 11,310
24.802 13,648
8,748 11,821
24,878 18,808
                                               F-79
-------
 26.
     DATE Or
     SURVEY
                  43.
                             DEPTH DESIGNATION RANGE IN FEET BELOW. AND ABOVE. CREST ELEVATIOH
           178-128 Il28-108  U08-B8  188-68   | 68-58  | 68-48  | 48-38
                                           38-28    28-Ctest
                                                         |28-Cr«it [Crest-17  |
                                                                   17-29
                                 PERCENT OF TOTAL SEDIMENT LOCATED WITHIN DEPTH DESIGNATION
    May 1940
    June 1942
    Nov. 1942
    Oct. 1944
    Feb. 1949
    Oct. 1963
    Oct. 1970
              16
              13
               9
               3
            7
            5
            8
           12
            10
             9
            IB
            10
                       10
                        7
                       11
                        6
                         16
                         11
                         18
                          8
                         16
                         14
                         11
                         11
                           16
                           14
                                                                               88
                                    16
                                    7
                                    4
 26. OATC OP
    SURVEY
                  44.
                              REACH  DESIGNATION  PERCENT OF TOTAL ORIGINAL LENGTH OF RESERVOIR
            0-10 | 10-20 | 20-30 | 30-40 [40-50 | 60-60 I 60-70 | 70-80 | 80-90 [90-100|  -105|   -110|  -11S|  -120|  -125
                                 PERCENT OF TOTAL SEDIMENT LOCATED WITHIN REACH DESIGNATION
    Mmy 1940


    June 1942


    Nov. 1942
           114
            30

             6
            20

             6
            •1
23
22

 3
21

 2
 0
  3
  7

  4
-12

  5
  1
-26
 10

  4
 12

  8
  2
•16
 18

 22
 13

 16
 19
 2
13

14
27

16
67
27
 B

29
 B
18
14

16
14
Conch
S. Can
                   S. Can dlan Aijn
                   Conch B Ann
                   S. Can dian Ain
• Ann
dian A±j
                                                                              Conch • Aim
 48.
                                          RANGE IN RESERVOIR OPERATION
   WATER VIA*
                   MAX. ELEV.
                                MIN. ELEV.   INFLOW, AC.-FT.  WATER YEAR
                                                                           MAX. ELEV.
                                                                                          MIN. ELEV.
                                                                                                INFLOW, AO-fT.
       '947
       1948
       1949
       1960
       1951
       1952
       1953
       1964
       1966
       1966
       1657
       1958
              4,202.46
              4,201.46
              4,200.97
              4,198. B9
              4,194.68
              4,184.16
              4.176.16
              4,173.22
              4,190.37
              4,189.98
              4.175.40
              4,201.82
     4,199.00
     4.196.63
     4,192.60
     4,185.86
     4.184.24
     4,168.23
     4,162.07
     4,155.80
     4,157.10
     4,173.19
     4.163.80
     4,173.97
              129,830
              164.700
              168.260
              131.410
              106.770
              126,930
              107.960
               32.030
              297,760
               51,880
              129,930
              336,610
                         1969
                         1960
                         1961
                         1962
                         1968
                         1964
                         1965
                         1966
                         1967
                         1968
                         1969
                         1970
                               4,200.38
                               4,199.37
                               4.201.76
                               4.201.18
                               4.193.01
                               4.178.68
                               4,201.83
                               4,200.77
                               4,195.35
                               4,193.13
                               4.193.66
                               4.197.56
                                    4,198.40
                                    4.192.68
                                    4.196.65
                                    4.198.0S
                                    4,176.16
                                    4,166.06
                                    4,157.61
                                    4,192.26
                                    4,186.79
                                    4,183.51
                                    4,180.65
                                    4,189.30
                                               112,620
                                               181,620
                                               216.440
                                               119,280
                                                76.510
                                                31,060
                                               394,190
                                               108.660
                                               142,740
                                               113,130
                                               192,830
                                               106.680
                                           ELEVATIPN-AREA-CAPACITY DATA
  ELEVATION
                AREA
                            CAPACITY
                                        ELEVATION
                                                       AREA
                                                                  . CAPACITY
                                                                                ELEVATION
                                                                                               AREA
                                                                                                           CAPACITY
    4,230
    4.220
    4,218
    4.210
    4,201
    4,200
    4.190
        16.380
        14.110
        13,664
        11,845
         9.692
         9,463
         7,290
   709,119
   566,724
   628,951
   426,866
   330,124
   320,646
   237,119
         4,180
         4,170
         4,160
         4.160
         4,140
         4,130
         4.120
                 5.513
                 4,323
                 3,394
                 2,642
                 1,959
                 1.323
                   797
                       173.912
                       125,102
                        86,519
                        56.348
                        33.496
                        17.170
                         6.690
                            4,110
                            4.100
                            4,090
                            4,080
                            4,070
                            4.060
                                    811
                                      2
                                      1

                                      0
                                      0
                                       1.299
                                         24
                                          9
                                          2
                                          0
                                          0
47. REMARKS AND REFERENCES
Emergency Spillway Crest at 4218.
Conchas 13.8 mllei.
from climatic Atlas dated June 1968.
This figure affected by water taken out above reservoir for irrigation.
    2/
    3J
    4/
    6/ Totals computed to end of each month shown,
    6/ Only dates computed.
46. AGENCY MAKING SURVEY
49. AGENCY SUPPLYING DATA
                        Albuquerque District Corps of Engineer*
                        Corps of Engineers
                                                        SO. DATE  M»v 1970
                                                                                                             April 19W
                                                       F-80
-------
RESERVOIR SEDIMENT
DATA SUMMARY
                                     NAME OF RESERVOIR
                                                                    DATA SHEET NO.
s
Q
RESERVOIR
WATERSHED
| SURVEY DATA
1. OWNER 2. STREAM
4. SEC. , TWP. RANGE 5. NEAREST P. 0.
7. LAT. ° ' " LONG. ' ' "8. TOP OF DAM ELEVATION
). STATE
5. COUNTY
J. SPILLWAY CREST ELEV.
10. STORAGE 11. ELEVATION 12. ORIGINAL 13. ORIGINAL 14. GROSS STORAGE,
ALLOCATION TOP OF POOL SURFACE AREA, ACRES CAPACITY, ACRE-FEET ACRE-FEET'
a. FLOOD CONTROL
b. MULTIPLE USE
c. POWER
d. WATER SUPPLY
e. IRRIGATION
f. CONSERVATION
g. INACTIVE
15. DATE
STORAGE BEGAN



• 16. DATE NOR-
. MAL OPER. BEGAN




17. LENGTH OF RESERVOIR MILES AV. WIDTH OF RESERVOIR MILES
18. TOTAL DRAINAGE AREA SQ. Ml. 22. MEAN ANNUAL PRECIPITATION INCHES
19. NET SEDIMENT CONTRIBUTING AREA SQ. Ml. 23. MEAN ANNUAL RUNOFF INCHES
20. LENGTH MILES JAV. WIDTH MILES 24. MEAN ANNUAL RUNOFF AC.-FT.
21. MAX. ELEV. [ MIN. ELEV. 25. ANNUAL TEMP.: MEAN RANGE
26. DATE OF
SURVEY

26. DATE OF
SURVEY

26. DATE OF
SURVEY

26. DATE OF
SURVEY

27. 28.
PERIOD ACCL.
YEARS YEARS

34. PER OD
ANNUAL
PRECIPITATION

29. TYPE OF
SURVEY

30. NO. OF RANGES
OR CONTOUR INT.

31. SURFACE
AREA, ACRES

35. PERIOD WATER INFLOW, ACRE-FEET
a. MEAN ANNUAL

b. MAX. ANNUAL

37. PERIOD CAPACITY LOSS, ACRE-FEET
a. PERIOD TOTAL

39. AV. DRY WGT.,
LBS. PER CU. FT.

b. AV. ANNUAL

c. PERSQ. Ml. -YEAR

40.SED. DEP..TONS PERSQ. MI.-YR.
a. PERIOD

b. TOTAL TO,DATE

c. PERIOD TOTAL

32. CAPACITY,
ACRE-FEET

33. C/l. RATIO,
AC.-FT. PER AC.-FT.

36. WATER INFL. TO DATE, AC.-FT.
a. MEAN ANNUAL

b. TOTAL TO DATE

38. TOTAL SED. DEPOSITS TO DATE, ACRE-FEET
a. TOTAL TO DATE

b. AV. ANNUAL

c. PER SQ. Ml. -YEAR

41.STORAGE LOSS, PCT. 42. SED. INFLOW, PPM
a.AV. ANN. b. TOT.TODATE a. PERIOD b. TOT.TODATE

                                         F-81
-------
26.  DATE OF
    SURVEY
               43.
                         DEPTH DESIGNATION RANGE IN FEET BELOW,  AND ABOVE, CREST ELEVATION
                             PERCENT OF TOTAL SEDIMENT LOCATED WITHIN  DEPTH DESIGNATION
26. DATE Of
   SURVEY
                          REACH DESIGNATION PERCENT OF TOTAL ORIGINAL LENGTH OF RESERVOIR
0-10 [ 10-20 | 20-30 | 3'0-40 | 40-50 [ 50-60 [ 60-70 [ 70-80 [ 80-90 |90-100y  - 1Q5J  -llo|
                                                                                              -120   -125
                            PERCENT OF TOTAL SEDIMENT LOCATED WITHIN REACH  DESIGNATION
45.
                                    RANGE IN RESERVOIR OPERATION
  WATER YEAR
                MAX. ELEV.
                            MIN. ELEV.
                                       INFLOW, AC.-FT.
                                                    WATER YEAR
                                                                   MAX. ELEV.
                                                                                MIN. ELEV.   INFLOW, AC.-FT.
                                      ELEVATION-AREA-CAPACITY DATA
 ELEVATION
              AREA
                        CAPACITY
                                   ELEVATION
                                                 AREA
                                                            CAPACITY
                                                                       ELEVATION
                                                                                     AREA
                                                                                               CAPACITY
47. REMARKS AND REFERENCES
48. AGENCY MAKING SURVEY
«9. AGENCY SUPPLYING DATA
                                                         50. DATE
                                                 F-82
-------
REFERENCES FOR APPENDIX F
Miscellaneous Publication No.  1266, U.S.  Department of Agriculture,
Sedimentation Laboratory, Oxford,  Mississippi,  July,  1973.
                                F-83
-------
                  APPENDIX G
EQUIVALENTS OF COMMONLY USED UNITS OF MEASUREMENT
                     G-l
-------
                                           TABLE G-l
                   EQUIVALENTS  OF  COMMONLY USED UNITS  OF  MEASUREMENT
English Unit
acre
acre
acre-ft
Btu
Btu
Btu/hr/sq ft
Btu/lb
cfm
cfs
cfs/sq miles
cu ft
cu ft
cu In.
cu yd
°F
°C
ft
ft-lb
gal
gal
gpd/acre
Multiplier
X4. 046. 724^;
- 2. 471X10 X
X0.405+
-2.471X
XI ,233. 5*
-8.11X10"'X
X1.055+
-0.9478X
X0.252+
-3.968X
X3.158+
-0.316X
X0.555+
-1.80X
X0.028-
- 35.71X
XI. 7-
-0.588X
X0.657+
«• 1 . 522X
X0.028+
+ 35..314X
X28.32+
* 0.0353X
X16.39+
+ 0.061X
X0.75+
-1.3709X
O.E55(cF-32)+
•M.8(°C)+32
plus 273+
«- minus 273
XO.3048-^
*3.28X
XI. 356-^
•^0.737X
X3.785-
*0.264X
X0.003785-*
••-264.2X
X0.9365-*
-1.068X
SI Unit
m2
ha*
m3
kJ
kg-cal*
J/s-m2
kg-cal/kg*
m 3/mi n
m Vmi n
mVmin km2
m3
1*
cm3
m3
°C
K
m
J
1*
">3
m3/day km2






















English Unit
gpd/ft
gpd/sq ft
gpm
gpm
gpm/sq ft
hp
hp-hr
in.
Ib/day/acre-ft
lb/1,000 cu ft
Ib/day/cu ft
Ib/mil gal
mil gal
mgd
mgd
mile
PPb
V
ppm
sq ft
sq in.
sq miles
Multiplier
X0.0124-"
<-80.65X
X0.0408*
*-24.51X
X0.0631H-
-15.85X
X0.0631 +
*15.85X
X40.7-^
*0.0245X
X0.7454-
*1.341X
X2.684+
*0.372X
X2.54-»
-0.3937X
X3.68-
*0.2717X
X16.0-.
*0.0625X
XI 6+
*0.0625X
X0.92+
*8.333X
X3.785+
*2.64X10-»X
X3.785+
*2.64X10""X
X0.0438+
-22.82X
XT. 61 +
^0.621X
X10'3+
* 1 ,OOOX
approximately
equal to
X0.0929-
*10.76X
X645.2 +
+ 0.00155
X2.590+
-^0.3861X
SI Unit
m'/day m
m3/day m2
drnVs
l*/s
1*/min m2
kW
MJ
cm
g/day m3
g/m3
kg/day m3
g/m3
n?3
m3/day
m3/s
km
mg/1*
mg/1*
m2
mm2
km2
Other commonly used conversions:
1 MGD = 1.55cfs
YC  = 62.4 BTU/ft3/°F
                                 1 MW =3.414 X 106 BTU/hr               1 BTU = 252 cal
                                 1 BTU = 778 ft-lb                      1 Langley/day = 3.7 BTU/ft.2/day
*Not an SI  unit, but a term commonly used and preferred as a wastewater unit of expression.
                                               G-2
-------
                                     TECHNICAL REPORT DATA
                             (Please read Instructions on the reverse before completing)
 1. REPORT NO.

   EPA-600/9-77-023
                                                             3. RECIPIENT'S ACCESSION NO.
 4. TITLE AND SUBTITLE
   WATER QUALITY ASSESSMENT:   A Screening  Method
   for  Nondesignated 208  Areas
             5. REPORT DATE
              August  1977 issuing date
             6. PERFORMING ORGANIZATION CODE
 7. AUTHOR(S)

   S.W.  Zison, K.F. Haven,  and W.B. Mills
                                                             8. PERFORMING ORGANIZATION REPORT NO.
 9. PERFORMING ORGANIZATION NAME AND ADDRESS
                                                             10. PROGRAM ELEMENT NO.
   Tetra  Tech, Inc.
   Lafayette, CA  94549
                                                                1HB617
             11. CONTRACT/GRANT NO.


                 R804450-01-0
  12..SPQNSQfllNG AGENCY NAME AND ADDRESS
   Environmental Research  Laboratory - Athens,  GA
   Office of Research and  Development
   U.S.  Environmental Protection Agency
   Athens, GA  30605
                                                             13. TYPE OF REPORT AND PERIOD COVERED
             14. SPONSORING AGENCY CODE
                 EPA/600/01
  15. SUPPLEMENTARY NOTES
  16. ABSTRACT
          The objective of  this study is to develop a methodology  for the preliminary
   screening of surface water quality applicable for use by nondesignated 208 planning
   agencies.  Analytical methods are included  for the assessment  of rivers, impoundments
   and estuaries.  Additionally, methods are provided by which  point and nonpoint
   sources  can be evaluated.

          The water quality parameters analyzed for all three water body types are  bio-
   chemical  oxygen demand, dissolved oxygen, temperature, and sediment accumulation.
   Other  consituents, more pertinent to a particular water body type, are also addressed
   The analyses are designed  to be performed with, at most, the assistance of a desk top
   calculator and with a minimal amount of data input.
                                 KEY WORDS AND DOCUMENT ANALYSIS
                   DESCRIPTORS
                                                b.lDENTIFIERS/OPEN ENDED TERMS  C. COSATI Field/Group
   Water quality
   Runoff
  Point pollution
  Nonpoint pollution
  Section 208 program
  Stream analysis
    08H
    13B
 18. DISTRIBUTION STATEMENT

   RELEASE TO PUBLIC
19. SECURITY CLASS (ThisReport)

    IINP.I ASSTFTFH	
21. NO. OF PAGES
  1223
                                                20. SECURITY CLASS (Thispage)
                                                                           22. PRICE
 EPA Form 2220-1 (9-73)
11757   * U.S. GOVERNMENT PRINTING OFFICE : 1977 0-720-117'X
-------