05056000 SHEYENNE RIVER NEAR WARWICK, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°48'20'', long 98°42'57", on south quarter of line between secs.15 and 16, T.150 N., R.63 W., Eddy County, Hydrologic Unit 09020203, on left bank on downstream side of county highway bridge, 3.3 mi south of Warwick.
DRAINAGE AREA.--2,070 mi2, approximately, of which about 1,310 mi2 is probably noncontributing (includes 227 mi2 in closed basins).
PERIOD OF RECORD.--October 1949 to current year. Monthly discharge only for some periods, published in Water-Supply Paper 1308.
GAGE.--Water-stage recorder and rubble masonry control. Elevation of gage is 1,370 ft above sea level, by barometer.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 4,660 ft3/s, Apr. 14, 1969 (gage height, 7.51 ft); maximum gage height, 7.83 ft, Apr. 18, 1956; no flow Aug. 7 to Sept. 1, and Sept. 3-9, 1961.

Annual mean discharge

Annual mean discharge for 05056000 Sheyenne River near Warwick, North Dakota
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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      73.2      1983          1.16      1953            12.7      15.3        1.20       1.93
November     50.3      1981          1.28      1961            11.4      9.54        0.84       1.73
December     29.6      1983          0.765     1961            6.98      5.69        0.82       1.06
January      26.3      1983          0.474     1990            4.77      4.47        0.94       0.72
February     154       1981          0.754     1990            9.80      24.1        2.46       1.49
March        793       1983          1.46      1964            118       175         1.48       17.9
April        1,420     1950          15.8      1977            268       291         1.09       40.7
May          854       1950          10.4      1990            98.2      148         1.51       14.9
June         326       1954          1.75      1961            53.4      61.5        1.15       8.10
July         299       1993          0.356     1989            40.7      58.7        1.44       6.17
August       423       1993          0.090     1961            23.8      63.8        2.68       3.61
September    63.0      1957          0.707     1961            11.5      14.4        1.25       1.75
Annual       204       1950          5.31      1977            54.9      40.0        0.73       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05056000 Sheyenne River near Warwick, North Dakota
----------------------------------------------------------------------------------------------------------------------
                              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           0.89    0.94    1.10    14.9     10.9    2.00    0.55    0.25    0.52    0.95    1.60    0.91    0.72
  90           1.20    1.20    1.50    20.3     15.6    4.41    0.94    0.52    0.84    0.95    2.10    2.00    1.10
  85           1.40    1.40    2.40    24.7     18.3    6.72    1.60    0.74    0.84    1.30    2.70    2.00    1.60
  80           1.90    1.40    2.40    29.4     21.0    9.77    2.70    1.10    1.10    1.80    3.50    2.80    2.45
  75           1.90    1.80    4.01    34.5     23.6    12.2    4.18    1.50    1.30    2.10    4.00    2.80    3.08
  70           2.30    1.80    4.49    40.0     26.1    14.5    5.35    1.50    1.30    2.50    4.00    3.30    3.71
  65           2.30    2.20    4.97    46.6     29.7    16.7    6.71    2.20    1.70    2.90    5.30    3.80    4.18
  60           2.70    2.20    5.94    56.0     33.9    19.4    9.02    2.20    2.10    3.40    6.10    3.80    5.62
  55           3.10    2.70    7.18    72.0     38.0    22.4    11.9    3.69    2.70    4.00    7.55    4.50    6.81
  50           3.10    2.70    11.6    88.8     43.0    26.3    14.5    4.75    3.40    4.70    8.31    4.50    9.04
  45           3.60    3.40    19.4    111      50.0    31.3    17.0    5.42    5.08    7.01    9.10    5.20    11.9
  40           3.60    3.40    27.3    139      59.8    38.0    19.8    7.84    6.38    8.51    11.1    5.20    15.0
  35           4.20    4.28    39.5    169      72.7    45.8    22.9    10.7    7.80    11.2    12.6    6.68    19.1
  30           4.90    4.74    58.2    203      84.8    54.9    28.4    14.0    11.4    13.7    13.9    7.63    23.6
  25           4.90    5.36    79.8    243      98.5    65.7    34.4    17.5    14.0    16.3    16.2    8.86    31.7
  20           6.86    6.74    108     329      118     77.1    42.3    22.7    17.0    20.6    18.1    10.6    43.6
  15           8.24    8.13    158     465      138     89.4    58.9    31.8    21.2    27.5    20.2    13.0    64.6
  10           9.82    9.99    351     698      180     116     88.8    46.9    28.9    34.4    22.6    15.3    104
  5            12.6    17.9    775     1,320    301     198     162     77.4    43.6    49.1    33.2    18.8    217
______________________________________________________________________________________________________________________
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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         32.8        22.8          16.8          13.1           12.1
  0.95         1.05         92.4        70.5          55.7          42.8           34.4
  0.90         1.11         154         123           99.9          75.9           57.5
  0.80         1.25         278         230           192           144            103
  0.50         2            771         674           580           421            275
  0.20         5            1,880       1,680         1,450         1,020          631
  0.10         10           2,840       2,560         2,180         1,500          920
  0.04         25           4,260       3,830         3,210         2,160          1,320
  0.02         50           5,440       4,860         4,020         2,660          1,630
  0.01         100          6,680       5,930         4,840         3,160          1,950
  0.005        200          7,990       7,030         5,650         3,640          2,260
  0.002        500          9,800       ng            ng            ng             ng
__________________________________________________________________________________________________
------------------------------------------------------------------------------------
                            Probability of annual low discharges
________________________________________________________________________________________

                                      Minimum average discharge (ft3/s)
                    ____________________________________________________________________

                                         Number of consecutive days
                    ____________________________________________________________________

Non-       Recur-
exceed-    rence
ance       inter-   1      3     7     14     30     60     90     120     183
prob-       val
ability   (years)
________________________________________________________________________________________

0.05       20       0.004   0.005   0.086   0.202   0.340   0.545   0.733   0.933   1.29
0.10       10       0.076   0.090   0.207   0.354   0.526   0.746   0.987   1.29    1.75
0.20       5        0.263   0.303   0.458   0.618   0.833   1.10    1.43    1.91    2.56
0.50       2        1.11    1.24    1.37    1.52    1.87    2.35    3.00    4.06    5.38
________________________________________________________________________________________
-------------------------------------------------------------------------------------
                            Probability of seasonal low discharges
_____________________________________________________________________________________________

                                            Minimum average discharge (ft3/s)
                            _________________________________________________________________

                                               Number of consecutive days
                            _________________________________________________________________

   Non-       Recurrence
exceedance     interval     1       7       14      30           1       7        14    30
probability    (years)
_____________________________________________________________________________________________

                              December-January-February                March-April-May
                            _____________________________        ____________________________

0.05           20           0.594   0.723   0.794   0.865        0.865   0.987   1.24   2.89
0.10           10           0.803   0.944   1.03    1.12         1.12    1.33    1.70   4.52
0.20           5            1.15    1.30    1.40    1.54         1.58    1.95    2.57   7.70
0.50           2            2.23    2.40    2.56    2.87         3.38    4.42    6.15   20.5

                                   June-July-August               September-October-November
                            _____________________________        ____________________________

0.05           20           0.044   0.097   0.202   0.328        0.060   0.276   0.425  0.581
0.10           10           0.144   0.252   0.423   0.642        0.229   0.451   0.625  0.860
0.20           5            0.429   0.634   0.896   1.37         0.487   0.773   1.01   1.39
0.50           2            2.00    2.57    3.11    4.88         1.63    2.11    2.64   3.60
_____________________________________________________________________________________________
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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

1950     April 17       7.45     3,800      1973    March 13       3.10     170
1951     April 11       5.01     1,240      1974    May 24         6.14     2,030
1952     April 8        4.17     737        1975    April 21       6.16     1,800
1953     July 3         3.08     204        1976    March 31       4.70     1,090
1954     June 19        4.38     878        1977    May 5          2.64     66.0
1955     April 3        5.04     1,330      1978    April 5        6.10     1,440
1956     April 18       7.83     4,250      1979    April 25       7.34     2,600
1957     September 5    3.17     249        1980    April 3        3.81     560
1958     March 3        4.04     666        1981    February 24    4.01     594
1959     March 21       2.83     153        1982    April 4        5.38     1,420
1960     April 7        5.57     1,450      1983    March 12       5.51     1,480
1961     March 26       2.55     81.0       1984    March 28       4.78     1,030
1962     April 1        3.50     436        1985    March 17       3.76     579
1963     June 25        2.68     116        1986    March 19       5.16     1,000
1964     April 9        3.13     247        1987    April 5        6.00     1,730
1965     April 12       4.64     1,000      1988    March 25       2.88     151
1966     March 19       7.63     3,100      1989    April 7        4.02     710
1967     March 31       5.24     1,340      1990    June 5         2.52     66.0
1968     March 12       3.10     211        1991    July 2         2.71     119
1969     April 14       7.51     4,660      1992    March 7        4.53     960
1970     April 10       3.52     445        1993    August 1       6.00     1,470
1971     April 12       6.55     2,360      1994    March 27       5.21     1,170
1972     March 21       5.08     1,360

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

1969     April 14       7.51     4,660      1965    April 12       4.64     1,000
1956     April 18       7.83     4,250      1986    March 19       5.16     1,000
1950     April 17       7.45     3,800      1992    March 7        4.53     960
1966     March 19       7.63     3,100      1954    June 19        4.38     878
1979     April 25       7.34     2,600      1952    April 8        4.17     737
1971     April 12       6.55     2,360      1989    April 7        4.02     710
1974     May 24         6.14     2,030      1958    March 3        4.04     666
1975     April 21       6.16     1,800      1981    February 24    4.01     594
1987     April 5        6.00     1,730      1985    March 17       3.76     579
1983     March 12       5.51     1,480      1980    April 3        3.81     560
1993     August 1       6.00     1,470      1970    April 10       3.52     445
1960     April 7        5.57     1,450      1962    April 1        3.50     436
1978     April 5        6.10     1,440      1957    September 5    3.17     249
1982     April 4        5.38     1,420      1964    April 9        3.13     247
1972     March 21       5.08     1,360      1968    March 12       3.10     211
1967     March 31       5.24     1,340      1953    July 3         3.08     204
1955     April 3        5.04     1,330      1973    March 13       3.10     170
1951     April 11       5.01     1,240      1959    March 21       2.83     153
1994     March 27       5.21     1,170      1988    March 25       2.88     151
1976     March 31       4.70     1,090      1991    July 2         2.71     119
1984     March 28       4.78     1,030      1963    June 25        2.68     116
1961     March 26       2.55     81.0       1990    June 5         2.52     66.0
1977     May 5          2.64     66.0
_____________________________________________________________________________________
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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
__________________________________________________________________________________________________________________________________

 1950    7.90    8.87    4.05     1.50     1.50     12.3      1,421    854.0    98.8     30.0     8.23     6.08     204.2
 1951    12.0    11.1    8.23     10.6     6.68     21.7      440.3    90.5     70.1     21.5     2.68     11.6     58.5
 1952    7.77    8.87    6.74     2.03     3.24     6.23      283.8    43.4     6.13     44.9     3.55     1.37     34.6
 1953    1.16    7.97    2.61     2.35     2.57     13.3      38.5     60.3     61.2     64.4     3.06     2.07     21.7
 1954    1.55    2.83    3.45     3.61     34.8     79.0      64.1     30.9     325.6    170.0    48.3     38.3     66.7

 1955    33.5    18.5    9.06     3.14     2.43     40.4      332.5    65.4     77.5     23.6     4.48     2.11     50.8
 1956    2.62    2.37    2.07     1.51     1.88     2.19      631.3    100.2    189.4    19.0     3.93     9.56     79.5
 1957    6.05    23.8    6.84     2.62     1.30     43.3      51.3     36.4     21.1     24.5     25.8     63.0     25.5
 1958    31.1    18.1    10.1     9.23     8.21     38.7      62.1     20.9     16.0     61.5     4.84     1.42     23.6
 1959    3.05    5.23    4.63     3.20     2.49     48.6      35.2     23.9     8.92     2.57     1.11     0.803    11.7

 1960    8.11    11.0    4.18     2.81     1.82     21.7      391.7    97.4     63.4     12.6     4.46     1.04     51.2
 1961    1.53    1.28    0.765    0.723    0.961    23.2      31.5     13.7     1.75     1.45     0.090    0.707    6.49
 1962    1.56    2.38    2.10     1.56     1.30     23.1      123.4    59.4     84.4     22.7     15.8     6.60     28.6
 1963    6.10    6.30    4.62     2.14     1.52     17.1      32.0     22.4     23.0     6.95     3.57     1.71     10.6
 1964    1.17    1.86    1.05     1.07     1.26     1.46      88.6     32.8     58.2     24.0     5.39     11.7     18.9

 1965    16.3    8.65    5.90     2.04     3.06     12.3      270.8    38.7     17.0     123.1    57.2     24.2     48.3
 1966    43.0    12.9    9.60     3.27     2.20     650.5     136.5    88.8     28.4     51.1     18.4     6.66     88.8
 1967    9.65    6.52    4.13     3.64     4.74     197.2     211.5    139.8    29.5     10.4     1.43     1.57     51.9
 1968    3.26    3.84    2.53     2.25     2.54     91.3      26.9     31.4     13.1     5.65     5.87     12.6     16.9
 1969    6.81    4.83    3.83     2.58     2.17     2.37      1,022    85.0     26.7     24.2     24.0     5.85     99.9

 1970    3.01    4.66    4.86     3.64     3.57     14.6      178.9    107.6    58.7     13.4     27.6     4.80     35.4
 1971    3.84    8.10    4.27     3.18     2.10     4.61      674.7    66.6     163.6    79.6     6.85     18.3     85.6
 1972    32.4    24.2    9.09     4.11     3.09     325.9     151.4    78.1     34.3     2.88     1.96     1.92     56.1
 1973    3.77    8.83    3.42     2.39     1.88     72.9      25.5     20.1     6.66     1.56     1.88     3.25     12.8
 1974    8.02    4.85    4.24     2.25     2.48     15.3      464.3    488.9    89.1     9.75     0.901    0.889    91.1

 1975    3.73    11.8    5.70     5.95     5.75     51.6      561.2    369.5    67.5     45.4     6.38     8.07     95.2
 1976    7.12    10.7    5.98     5.21     11.0     297.5     280.1    64.5     18.5     3.58     1.23     1.55     59.0
 1977    1.97    2.19    2.68     3.32     3.42     15.4      15.8     12.5     2.24     1.07     1.18     1.70     5.31
 1978    3.29    3.89    4.66     4.37     2.38     30.5      348.2    21.5     15.3     13.9     12.2     2.51     38.3
 1979    2.74    8.97    4.39     7.09     4.76     5.79      701.3    288.9    56.2     117.4    52.0     8.30     104.7

 1980    8.11    12.7    7.22     4.66     4.41     26.3      175.6    21.7     36.0     5.57     21.6     42.0     30.2
 1981    41.7    50.3    19.6     12.3     153.6    165.3     71.6     53.7     135.2    40.5     19.7     28.0     65.2
 1982    25.1    20.6    15.1     5.85     3.91     153.6     608.6    134.1    92.1     159.3    42.2     11.0     106.0
 1983    73.2    33.9    29.6     26.3     55.9     793.0     309.2    105.1    45.2     21.4     5.46     8.40     126.4
 1984    26.7    18.8    6.97     4.30     26.6     247.7     266.5    190.4    44.3     4.24     2.48     1.93     70.2


 1985    8.53    8.64    5.91     3.65     4.09     249.9     39.8     29.4     29.0     7.01     80.3     44.6     43.0
 1986    43.5    26.5    12.6     8.45     7.79     423.4     250.7    132.8    14.5     22.3     32.2     28.3     84.3
 1987    18.5    18.7    19.3     13.1     16.1     215.7     545.1    52.8     18.7     142.0    60.2     16.9     94.8
 1988    18.3    17.8    15.6     5.71     7.99     65.2      49.0     24.7     11.5     0.691    0.774    2.65     18.4
 1989    2.50    4.02    3.62     3.88     3.50     4.44      186.5    23.1     4.74     0.356    0.398    0.763    19.6

 1990    1.26    3.59    1.50     0.474    0.754    5.44      24.9     10.4     26.7     8.57     3.64     2.12     7.42
 1991    2.38    11.1    3.77     1.64     2.64     10.5      17.0     34.5     23.8     31.9     14.6     22.1     14.7
 1992    14.0    13.4    9.10     7.33     13.7     346.1     39.0     22.3     4.85     1.71     0.555    0.838    39.8
 1993    1.32    3.08    4.08     3.00     2.96     82.5      182.1    49.6     20.7     299.2    423.4    37.8     93.6
 1994    12.7    13.7    14.3     10.7     9.85     339.9     198.8    78.9     163.2    53.3     10.4     11.5     76.8
__________________________________________________________________________________________________________________________________
 


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