05057000 SHEYENNE RIVER NEAR COOPERSTOWN, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°25'58'', long 98°01'38", in NW1/4NW1/4SW1/4 sec.26, T.146 N., R.58 W., Griggs County, Hydrologic Unit 09020203, on right bank at Ueland Dam, 0.7 mi downstream from State Highway 200, and 5 mi east of Cooperstown.
DRAINAGE AREA.--6,470 mi2, approximately, of which about 5,200 mi2 is probably noncontributing (includes 3,800 mi2 in closed basins).
PERIOD OF RECORD.--October 1944 to current year. Monthly discharge only for some periods, published in Water-Supply Paper 1308.
GAGE.--Water-stage recorder and artificial control. Datum of gage is 1,271.76 ft above sea level (Coast and Geodetic Survey benchmark). Aug. 31, 1950, to Oct. 22, 1985, gage located on right bank 300 ft downstream of present site and datum. Prior to Aug. 3, 1950, nonrecording gage at site 150 ft downstream of present site at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 7,830 ft3/s, Apr. 17, 1950, gage height, 18.69 ft; maximum gage height, 19.13 ft, Apr. 18, 1996; minimum discharge, 0 ft3/s, Aug. 29 to Oct. 8, 1959, Aug. 12 to Sept. 12, 1961, Jan. 25 to Mar. 6, 1963, and Aug. 24-25, 1963.

Annual mean discharge

Annual mean discharge for 05057000 SHEYENNE RIVER NEAR COOPERSTOWN, ND
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                              Statistics of monthly and annual mean discharges
__________________________________________________________________________________________________________

                  Maximum                  Minimum                              Mean
           ______________________   ______________________   _____________________________________________

                       Water year                 Water year              Standard     Coeffi-    Percentage
 Month     Discharge       of         Discharge       of       Discharge  deviation    cient of   of annual
            (ft3/s)    occurrence      (ft3/s)    occurrence    (ft3/s)     (ft3/s)    variation   discharge
__________________________________________________________________________________________________________

October      392       1995            0.829     1964            34.3        56.6        1.65       2.34
November     255       1995            2.83      1977            30.8        36.3        1.18       2.09
December     119       1995            3.14      1977            19.1        18.2        0.95       1.30
January      68.2      1995            1.94      1964            12.6        11.0        0.87       0.85
February     74.7      1981            0         1963            13.1        14.6        1.12       0.89
March        1,380     1995            2.14      1964            186         284         1.53       12.7
April        2,620     1996            42.4      1991            636         636         1.00       43.2
May          1,950     1950            37.3      1961            240         337         1.40       16.3
June         435       1974            6.66      1961            120         93.4        0.78       8.15
July         640       1993            3.84      1961            90.9        106         1.16       6.19
August       1,030     1993            0.681     1961            55.0        144         2.62       3.74
September    321       1994            0         1959            32.4        55.7        1.72       2.21
Annual       399       1950            13.2      1977            122         96.0        0.78       100

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Annual flow duration

Annual flow duration for 05057000 SHEYENNE RIVER NEAR COOPERSTOWN, ND
----------------------------------------------------------------------------------------------------------------------
                              Monthly and annual flow duration, in cubic feet per second
______________________________________________________________________________________________________________________

 Percentage
  of days
 discharge     Jan.    Feb.    March    April    May     June    July    Aug.    Sept.   Oct.    Nov.    Dec.   Annual
 equaled or
  exceeded
______________________________________________________________________________________________________________________

  95           2.40    1.10    2.30     40.8     37.1    15.4    6.06    0.55    0.28    0.66    4.30    3.80    2.16
  90           3.20    2.30    4.37     60.3     43.5    23.7    11.5    1.60    0.75    1.50    7.20    5.36    3.82
  85           4.40    3.40    6.21     73.3     49.8    30.7    15.1    3.56    1.40    3.31    9.79    6.39    5.92
  80           5.10    3.40    7.16     85.7     55.2    35.3    18.3    5.30    2.00    4.42    11.5    7.66    7.78
  75           6.56    5.23    8.31     100      60.6    40.7    21.6    6.88    3.09    5.82    13.0    8.13    9.26
  70           7.16    5.95    9.74     118      66.2    46.8    25.0    8.26    4.16    7.71    14.6    9.59    11.8
  65           7.53    6.61    11.3     144      73.1    53.6    29.3    10.6    5.92    10.5    16.3    10.5    14.3
  60           7.90    7.33    13.8     183      80.6    61.8    33.8    12.6    7.33    13.7    17.6    12.1    17.5
  55           8.47    7.68    17.7     233      89.3    70.8    39.4    14.7    10.2    16.3    19.0    13.4    21.1
  50           8.85    8.03    24.0     285      101     79.9    45.3    17.3    14.0    18.9    20.8    14.7    25.9
  45           9.68    9.07    33.2     343      118     89.6    51.9    20.1    17.1    21.4    22.6    16.1    32.1
  40           11.0    9.76    45.9     417      142     100     58.9    24.2    20.4    25.3    25.1    17.6    40.3
  35           12.2    10.4    66.2     520      169     114     69.8    29.0    25.0    30.0    28.4    19.1    49.3
  30           13.5    11.6    105      640      204     131     84.2    35.8    30.4    35.6    32.8    21.3    62.8
  25           14.9    13.5    157      771      244     150     106     43.9    37.2    42.6    38.8    23.7    78.8
  20           17.7    15.7    216      929      300     176     134     58.6    44.4    50.8    46.3    26.5    107
  15           20.9    18.1    344      1,200    391     212     167     76.5    51.7    61.4    52.4    29.8    159
  10           26.2    25.0    571      1,690    496     267     217     102     66.3    74.7    58.0    37.7    254
  5            32.5    36.6    1,000    2,570    930     361     304     167     113     101     75.2    48.4    540

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                            Probability of annual high discharges
                                  [ng, statistic not given]
__________________________________________________________________________________________________

                                                       Maximum average discharge
                                                               (ft3/s)
                                       ___________________________________________________________

             Recurrence     Maximum
Exceedance    interval   instantaneous  3-day period  7-day period  15-day period  30-day period
probability    (years)      (ft3/s)
__________________________________________________________________________________________________

  0.99         1.01         66.8           52.8         47.3          43.7           39.0
  0.95         1.05         170            144          130           114            92.9
  0.90         1.11         271            238          215           184            144
  0.80         1.25         465            418          378           317            238
  0.50         2            1,200          1,110        998           813            581
  0.20         5            2,810          2,570        2,290         1,840          1,290
  0.10         10           4,200          3,780        3,350         2,700          1,900
  0.04         25           6,280          5,520        4,840         3,920          2,780
  0.02         50           8,010          6,900        6,010         4,910          3,510
  0.01         100          9,880          8,340        7,220         5,930          4,290
  0.005        200          11,900         9,810        8,440         6,980          5,120
  0.002        500          14,700         ng           ng            ng             ng

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           Annual peak discharge and corresponding gage height, period of record
_____________________________________________________________________________________

                       Gage     Peak                              Gage     Peak
Water    Date         height  discharge    Water    Date         height  discharge
year                  (feet)   (ft3/s)     year                  (feet)   (ft3/s)
_____________________________________________________________________________________

          Annual peak discharge, by year, and corresponding gage height

1945    March 20       10.50    1,000      1972    March 27       12.26    1,120
1946    April 2        10.68    964        1973    March 15       7.52     260
1947    April 8        13.89    1,150      1974    April 15       16.40    2,460
1948    April 23       18.10    5,600      1975    April 25       15.35    1,490
1949    April 17       15.95    2,290      1976    April 2        13.45    1,450
1950    April 17       18.69    7,830      1977    April 5        5.49     136
1951    April 19       11.05    989        1978    April 12       14.13    1,460
1952    April 14       13.02    1,240      1979    April 20       17.87    4,680
1953    July 3         6.22     271        1980    April 9        10.57    750
1954    June 26        9.32     682        1981    March 23       8.61     500
1955    April 11       11.41    1,060      1982    April 12       15.83    1,900
1956    April 24       16.32    2,600      1983    April 12       16.24    1,610
1957    September 4    6.68     280        1984    April 3        15.13    1,850
1958    April 7        7.04     340        1985    March 23       11.74    930
1959    April 1        7.95     360        1986    March 23       15.56    1,760
1960    April 14       13.38    1,340      1987    April 5        18.21    4,840
1961    April 3        5.13     120        1988    April 5        10.96    389
1962    April 11       12.69    900        1989    April 16       11.95    796
1963    April 6        7.25     300        1990    June 30        10.30    159
1964    June 23        10.34    795        1991    May 6          7.09     84.0
1965    April 15       16.03    2,320      1992    March 16       13.72    1,100
1966    March 23       17.62    3,040      1993    July 25        18.33    2,780
1967    March 31       15.75    2,160      1994    April 1        15.31    1,750
1968    March 29       8.31     415        1995    March 26       17.78    3,380
1969    April 17       18.07    5,050      1996    April 18       19.13    6,760
1970    April 8        12.80    1,220      1997    April 24       18.52    5,280
1971    April 17       16.31    2,310

Annual peak discharge, from highest to lowest, and corresponding gage height

1950    April 17       18.69    7,830      1984    April 3        15.13    1,850
1996    April 18       19.13    6,760      1986    March 23       15.56    1,760
1948    April 23       18.10    5,600      1994    April 1        15.31    1,750
1997    April 24       18.52    5,280      1983    April 12       16.24    1,610
1969    April 17       18.07    5,050      1975    April 25       15.35    1,490
1987    April 5        18.21    4,840      1978    April 12       14.13    1,460
1979    April 20       17.87    4,680      1976    April 2        13.45    1,450
1995    March 26       17.78    3,380      1960    April 14       13.38    1,340
1966    March 23       17.62    3,040      1952    April 14       13.02    1,240
1993    July 25        18.33    2,780      1947    April 8        13.89    1,150
1956    April 24       16.32    2,600      1970    April 8        12.80    1,220
1974    April 15       16.40    2,460      1972    March 27       12.26    1,120
1965    April 15       16.03    2,320      1992    March 16       13.72    1,100
1971    April 17       16.31    2,310      1955    April 11       11.41    1,060
1949    April 17       15.95    2,290      1945    March 20       10.50    1,000
1967    March 31       15.75    2,160      1951    April 19       11.05    989
1982    April 12       15.83    1,900      1946    April 2        10.68    964
1970    April 8        11.25    964        1959    April 1        7.95     360
1985    March 23       11.74    930        1958    April 7        7.04     340
1962    April 11       12.69    900        1963    April 6        7.25     300
1989    April 16       11.95    796        1957    September 4    6.68     280
1964    June 23        10.34    795        1953    July 3         6.22     271
1980    April 9        10.57    750        1973    March 15       7.52     260
1954    June 26        9.32     682        1990    June 30        10.30    159
1981    March 23       8.61     500        1977    April 5        5.49     136
1968    March 29       8.31     415        1961    April 3        5.13     120
1988    April 5        10.96    389        1991    May 6          7.09     84.0

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---------------------------------------------------------------------------------------------------------------------------------
                             Monthly and annual mean discharges, in cubic feet per second
                [Data were not rounded in accordance with U.S. Geological Survey publication standards]
__________________________________________________________________________________________________________________________________

Year     Oct.     Nov.     Dec.     Jan.     Feb.     March    April    May      June     July     Aug.     Sept.    Annual
__________________________________________________________________________________________________________________________________

 1945    20.0     50.0     25.0     8.00    10.0     403.8     128.2    78.2     65.6     19.8     8.57     10.2      69.5
 1946    9.35     12.8     8.46     9.44    3.71     370.5     297.4    52.9     24.1     61.9     34.0     13.0      75.2
 1947    23.3     18.2     9.61     7.74    4.46     151.7     415.5    66.7     64.4     29.3     14.5     5.38      67.4
 1948    18.7     15.6     12.1     10.6    5.41     6.77      1,780    618.6    69.3     46.8     26.6     2.76      216.2
 1949    6.26     15.6     11.4     5.61    4.64     22.2      1,142    140.4    74.1     55.7     24.6     2.85      124.5

 1950    23.8     23.7     16.8     12.9    8.61     53.7      2,293    1,953    272.6    80.4     24.6     25.4      399.4
 1951    29.0     23.9     23.2     20.8    17.9     83.6      650.4    173.4    91.4     35.0     11.2     31.8      98.9
 1952    18.1     16.4     15.7     11.6    10.6     44.3      446.6    80.0     32.0     85.6     12.1     6.26      64.6
 1953    3.64     11.3     7.47     6.23    7.71     18.3      62.8     73.3     123.2    132.4    8.74     2.38      38.2
 1954    4.19     9.25     8.77     7.68    48.2     121.9     116.6    51.3     313.0    213.1    65.5     47.3      83.8

 1955    46.0     34.5     17.8     8.58    7.84     27.6      438.8    96.5     171.4    45.9     6.45     0.860     74.8
 1956    3.49     6.60     5.53     4.66    4.00     4.81      677.9    243.0    280.3    51.3     12.9     18.3      108.5
 1957    13.2     37.8     15.0     9.87    7.43     75.4      108.8    75.1     45.3     47.3     36.7     155.2     52.3
 1958    86.7     61.8     31.5     17.8    15.8     48.1      126.6    45.9     38.0     107.6    12.8     2.35      49.8
 1959    3.48     9.91     6.41     3.30    1.48     36.9      129.5    42.1     24.3     10.4     0.855    0         22.4

 1960    8.50     8.35     6.57     5.08    3.74     52.8      616.1    101.4    121.4    31.8     8.20     4.24      79.9
 1961    2.85     8.96     5.89     3.63    0.607    51.3      79.0     37.3     6.66     3.84     0.681    0.703     16.8
 1962    3.77     3.35     4.70     4.09    2.36     24.7      360.5    108.2    189.2    49.1     26.4     11.9      65.4
 1963    9.02     19.5     11.5     4.00    0        32.8      94.6     39.0     30.0     28.1     2.67     2.67      22.8
 1964    0.829    3.64     3.43     1.94    1.22     2.14      161.8    62.4     236.7    101.3    27.7     40.9      53.3

 1965    43.9     25.3     10.7     9.12    7.49     10.0      925.5    146.5    99.6     91.1     153.4    55.0      130.9
 1966    95.8     41.8     21.9     14.0    7.65     1,022     385.3    236.2    154.5    188.4    107.9    27.8      193.9
 1967    28.4     18.1     16.6     11.2    11.8     236.9     891.1    313.6    95.3     39.0     8.02     5.21      139.4
 1968    13.0     14.7     9.82     8.75    7.53     169.2     125.9    78.9     81.3     23.9     14.6     24.6      47.8
 1969    15.5     17.7     14.7     8.77    8.43     7.84      1,867    263.7    97.6     88.2     38.9     32.2      203.4

 1970    27.4     26.7     22.5     15.6    11.7     32.3      520.7    265.4    184.7    39.0     39.3     19.2      100.1
 1971    16.3     22.7     15.0     9.53    8.86     43.8      992.3    170.0    219.2    159.2    25.9     32.5      142.1
 1972    51.5     52.4     23.9     10.1    7.06     462.0     478.5    266.6    130.7    21.4     15.5     7.79      127.5
 1973    14.6     21.2     17.6     11.8    8.80     142.8     73.5     48.1     31.1     6.37     1.85     17.3      33.1
 1974    42.1     17.8     13.3     7.75    5.84     10.3      1,111    659.9    435.2    41.9     16.7     5.29      196.7

 1975    14.8     35.0     15.5     12.3    14.0     104.4     715.0    670.0    168.3    95.3     17.9     11.0      156.5
 1976    21.6     21.3     15.7     11.7    12.1     196.3     596.4    115.9    39.0     16.7     3.05     0.869     87.1
 1977    1.38     2.83     3.14     3.10    3.47     21.9      59.2     39.1     11.2     9.30     0.778    3.32      13.2
 1978    11.3     12.2     9.15     8.52    5.03     91.3      707.9    93.8     50.6     21.5     21.5     30.8      88.1
 1979    4.58     9.15     8.18     6.81    6.50     6.06      1,322    949.1    127.5    187.0    69.2     21.5      226.7


 1980    11.7     23.7     15.5     11.2    10.5     43.3      283.5    57.4     53.4     15.1     8.06     50.6      48.3
 1981    48.1     61.1     23.8     15.5    74.7     303.5     127.8    73.7     149.4    87.3     29.7     26.1      85.1
 1982    40.6     32.6     21.1     8.84    4.61     104.5     875.5    214.5    165.9    195.4    61.5     17.0      144.9
 1983    114.2    65.0     61.0     28.9    26.9     1,094     542.2    176.5    161.5    120.9    115.0    97.5      218.5
 1984    49.3     46.4     37.1     25.5    16.6     354.5     770.9    328.3    115.0    40.9     8.95     0.966     149.3

 1985    17.2     18.5     12.1     5.05    5.51     299.5     128.7    105.1    80.2     18.3     17.4     56.9      64.1
 1986    54.2     71.0     24.1     20.2    10.7     500.9     421.1    298.7    49.0     71.6     42.1     24.3      133.2
 1987    39.7     29.2     30.2     22.9    28.0     247.9     1,603    141.4    93.9     229.4    213.6    53.2      227.0
 1988    52.3     52.8     43.0     16.5    17.6     154.6     183.0    72.3     29.3     24.3     8.41     1.82      54.7
 1989    3.57     12.7     7.26     2.63    7.59     11.2      305.4    68.2     37.8     8.06     1.87     7.11      39.2

 1990    4.38     11.1     4.05     6.16    5.79     7.83      69.5     38.4     76.8     40.7     13.5     6.44      23.7
 1991    2.56     11.5     6.92     3.21    8.66     22.5      42.4     61.8     30.0     45.4     10.4     15.0      21.8
 1992    25.5     22.9     16.9     12.9    19.6     516.9     96.5     64.0     39.1     80.8     15.3     8.56      77.3
 1993    8.95     19.4     11.9     8.86    9.36     43.3      397.5    125.6    73.6     640.2    1,033    220.4     218.1
 1994    79.2     50.1     41.2     31.4    31.2     426.1     686.1    179.3    318.7    314.8    108.1    321.0     215.7

 1995    391.6    254.7    118.9    68.2    64.4     1,381     1,244    533.5    222.8    205.3    118.1    51.3      389.8
 1996    69.7     70.7     32.9     34.0    33.0     116.3     2,623    578.6    252.6    203.5    107.8    35.6      343.9
 1997    69.8     46.3     37.5     31.3    26.4     41.1      2,390    1,153    202.2    213.2    101.6    47.1      362.7

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