05085000 FOREST RIVER AT MINTO, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°16'10'', long 97°22'10", in SE1/4 sec.51, T.156 N., R.52 W., Walsh County, Hydrologic Unit 09020308, on right bank 30 ft upstream from dam in Minto, 150 ft upstream from Burlington Northern Railway bridge, and 900 ft east of U.S. Highway 81.
DRAINAGE AREA.--740 mi2, of which about 120 mi2 is probably noncontributing.
PERIOD OF RECORD.--April 1944 to current year.
GAGE.--Water-stage recorder. Datum of gage is 806.95 ft above sea level. Prior to July 15, 1954, nonrecording gage at site 400 ft upstream at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 16,600 ft3/s, Apr. 18, 1950; maximum gage height, 11.80 ft, Apr. 19, 1948, and Apr. 18, 1950; no flow at times.

Annual mean discharge

Annual mean discharge for 05085000 Forest River at Minto, North Dakota

----------------------------------------------------------------------------------------------------------
                              Statistics of monthly and annual mean discharges
                                    [m, more than 1 year of occurrence]
__________________________________________________________________________________________________________

                  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      59.1      1983            0         1991         9.20        9.20        1.00       1.64
November     23.6      1983            0.971     1991         8.85         5.16       0.58       1.58
December     13.4      1983            0.291     1990         4.81        3.40        0.71       0.86
January      9.66      1983            0         m            2.41        2.49        1.03       0.43
February     17.3      1981            0         m            2.01        3.23        1.61       0.36
March        438       1966            0         1962         59.4        88.0        1.48       10.6
April        1,570     1950            21.9      1953         285         335         1.17       50.9
May          1,520     1950            10.6      1946         92.3        222         2.40       16.5
June         267       1964            4.21      1991         45.6        59.0        1.29       8.13
July         236       1982            1.87      1980         27.3        39.6        1.45       4.87
August       328       1993            0         1946         15.2        46.7        3.08       2.70
September    69.0      1993            0         m            8.65        12.2        1.41       1.54
Annual       268       1950            4.36      1990         47.2        45.4        0.96       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05085000 Forest River at Minto, 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       0       0       3.54     11.2    5.61    1.40    0       0       0       1.80    0.34    0
  90           0.13    0       0       14.7     13.6    7.45    2.90    0.51    0.09    0.78    2.50    0.54    0.29
  85           0.25    0       0.08    21.7     15.6    9.67    4.29    0.99    0.39    1.70    3.00    0.86    0.68
  80           0.39    0.08    0.24    25.5     17.4    11.9    5.08    1.90    0.54    2.70    3.50    1.10    1.00
  75           0.48    0.11    0.34    29.9     18.8    13.6    5.94    1.90    1.30    3.86    4.10    1.70    1.60
  70           0.59    0.24    0.48    35.5     20.1    15.0    6.55    2.93    1.80    4.69    4.80    1.70    2.92
  65           0.59    0.31    0.68    41.5     21.3    16.4    7.82    3.52    2.50    5.14    5.70    2.20    3.88
  60           0.73    0.41    0.96    49.5     22.6    17.8    9.55    4.08    3.76    5.86    5.70    2.80    4.40
  55           0.91    0.41    0.96    58.4     24.7    19.3    10.8    4.62    4.71    6.19    6.77    3.50    5.99
  50           1.10    0.70    1.90    72.2     27.2    21.4    14.0    5.87    5.17    6.51    7.37    3.50    6.90
  45           1.40    0.91    1.90    89.3     31.7    24.0    14.4    6.77    6.24    7.61    8.19    4.49    8.93
  40           1.70    0.91    3.87    111      37.8    27.3    16.2    7.57    6.95    8.52    8.80    4.96    10.8
  35           2.10    1.20    4.71    145      44.6    30.8    18.1    8.31    7.67    9.44    9.58    5.62    13.2
  30           2.70    1.50    8.93    188      52.2    35.0    20.7    9.05    8.65    10.7    10.1    6.13    16.4
  25           3.30    2.00    17.2    240      62.4    40.3    23.7    11.3    9.67    12.4    12.0    7.14    19.7
  20           4.44    2.60    35.6    310      80.5    47.3    29.5    12.9    11.8    13.8    13.0    7.64    26.6
  15           5.44    3.40    84.9    435      101     59.1    37.4    15.3    14.4    15.3    14.9    9.13    39.1
  10           6.37    4.70    164     671      143     77.8    51.8    19.2    18.1    17.8    16.5    10.7    66.5
  5            7.84    6.27    359     1,230    282     151     84.3    29.2    26.6    23.5    19.6    12.8    166
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      Probability of occurrence of annual high discharges
                                  [ng, statistic not given]
__________________________________________________________________________________________________

                                                       Maximum mean 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         39.5        26.9          23.5          17.7           14.2
  0.95         1.05         104         71.6          58.9          44.1           32.6
  0.90         1.11         172         119           94.9          70.5           50.3
  0.80         1.25         313         217           167           123            84.3
  0.50         2            939         657           479           337            222
  0.20         5            2,680       1,880         1,310         870            564
  0.10         10           4,530       3,200         2,190         1,390          909
  0.04         25           7,830       5,550         3,730         2,270          1,500
  0.02         50           11,000      7,840         5,220         3,070          2,060
  0.01         100          15,000      10,700        7,030         4,010          2,730
  0.005        200          19,700      14,000        9,210         5,090          3,520
  0.002        500          27,300      ng             ng            ng             ng
__________________________________________________________________________________________________
------------------------------------------------------------------------------------
                       Probability of occurrence of annual low discharges
__________________________________________________________________________________________

                                        Minimum mean 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       0       0       0       0       0       0.058   0.314   0.823
0.10       10       0       0       0       0       0       0.039   0.179   0.521   1.23
0.20       5        0       0       0       0       0       0.157   0.389   0.915   1.94
0.50       2        0.242   0.264   0.286   0.337   0.465   0.728   1.27    2.32    4.14
__________________________________________________________________________________________
-------------------------------------------------------------------------------------
                      Probability of occurrence of seasonal low discharges
___________________________________________________________________________________________

                                            Minimum mean 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       0       0       0         0       0       0       0.080
0.10           10           0       0       0       0         0       0       0       0.434
0.20           5            0       0       0       0.116     0       0.059   0.153   1.37
0.50           2            0.451   0.471   0.546   0.709     0.470   0.597   1.05    7.64

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

0.05           20           0       0       0       0.140     0       0       0       0
0.10           10           0.026   0.097   0.315   0.529     0       0       0       0.234
0.20           5            0.544   0.940   1.12    1.68      0       0       0.237   0.886
0.50           2            2.44    3.18    3.97    6.59      1.81    2.98    13.50   4.03
___________________________________________________________________________________________
1Graphical interpretation.

-------------------------------------------------------------------------------------
               Annual peak discharge and corresponding gage height
                                 [--, no data]
_____________________________________________________________________________________

                     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

11882    April     --         2,200        1968   March 27    2.31     315
11897    April     --         1,850        1969   April 12    7.67     3,960
11907    April     --         1,750        1970   April 9     7.04     2,220
11916    April     --         1,600        1971   April 10    5.84     2,460
1944     April 10    5.00     650          1972   March 17    5.96     2,120
1945     March 27    2.11     250          1973   June 19     1.93     208
1946     March 22  --         1,000        1974   April 16    7.79     4,580
1947     March 25    4.12     1,100        1975   April 15    6.73     1,600
1948     April 19    11.80    11,500       1976   March 31    7.03     1,500
1949     April 7     8.19     2,020        1977   April 10    1.58     77.0
1950     April 18    11.80    16,600       1978   March 31    6.52     1,600
1951     April 5     3.60     900          1979   April 20    8.93     6,730
1952     April 2     2.78     370          1980   April 1     2.01     167
1953     June 4      3.53     910          1981   June 28     2.04     176
1954     June 16     2.61     391          1982   July 26     4.07     1,140
1955     April 2     8.56     4,200        1983   March 15    3.52     820
1956     April 21    6.63     2,930        1984   March 26    2.77     394
1957     March 23    2.72     461          1985   March 14    3.39     640
1958     June 10     2.72     463          1986   March 19    3.40     690
1959     April 2     2.45     338          1987   April 4     6.91     2,360
1960     April 6     5.60     2,050        1988   May 29      3.71     945
1961     March 22    1.90     147          1989   April 18    2.49     371
1962     April 19    6.68     2,400        1990   April 15    1.56     58.0
1963     March 24    2.54     250          1991   April 4     1.54     60.0
1964     June 21     4.31     1,460        1992   March 8     3.34     640
1965     April 12    7.48     3,710        1993   July 28     3.70     705
1966     March 21    7.82     3,100        1994   March 26  --         533
1967     March 31    7.22     3,070

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

1950     April 18    11.80    16,600       1972   March 17    5.96     2,120
1948     April 19    11.80    11,500       1960   April 6     5.60     2,050
1979     April 20    8.93     6,730        1949   April 7     8.19     2,020
1974     April 16    7.79     4,580        11897  April     --         1,850
1955     April 2     8.56     4,200        11907  April     --         1,750
1969     April 12    7.67     3,960        11916  April     --         1,600
1965     April 12    7.48     3,710        1975   April 15    6.73     1,600
1966     March 21    7.82     3,100        1978   March 31    6.52     1,600
1967     March 31    7.22     3,070        1976   March 31    7.03     1,500
1956     April 21    6.63     2,930        1964   June 21     4.31     1,460
1971     April 10    5.84     2,460        1982   July 26     4.07     1,140
1962     April 19    6.68     2,400        1947   March 25    4.12     1,100
1987     April 4     6.91     2,360        1946   March 22  --         1,000
1970     April 9     7.04     2,220        1988   May 29      3.71     945
11882    April     --         2,200        1953   June 4      3.53     910
1951     April 5     3.60     900          1952   April 2     2.78     370
1983     March 15    3.52     820          1959   April 2     2.45     338
1993     July 28     3.70     705          1968   March 27    2.31     315
1986     March 19    3.40     690          1945   March 27    2.11     250
1944     April 10    5.00     650          1963   March 24    2.54     250
1985     March 14    3.39     640          1973   June 19     1.93     208
1992     March 8     3.34     640          1981   June 28     2.04     176
1994     March 26  --         533          1980   April 1     2.01     167
1958     June 10     2.72     463          1961   March 22    1.90     147
1957     March 23    2.72     461          1977   April 10    1.58     77.0
1984     March 26    2.77     394          1991   April 4     1.54     60.0
1954     June 16     2.61     391          1990   April 15    1.56     58.0
1989     April 18    2.49     371
_____________________________________________________________________________________
1Determined by U.S. Army Corps of Engineers; not used in statistics.

---------------------------------------------------------------------------------------------------------------------------------
                             Monthly and annual mean discharges, in cubic feet per second
          [Data were not rounded in accordance with U.S. Geological Survey publication standards; --, no data]
__________________________________________________________________________________________________________________________________

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

1944    --      --       --       --       --       --       90.0     24.1     20.8     7.42     1.76     7.22     --
1945    2.44    14.7     11.2     2.55     1.64     89.6     47.3     20.1     15.2     5.59     2.90     0.987    18.0
1946    2.12    2.76     1.05     0.500    0.196    154.9    42.2     10.6     8.90     5.36     0        2.98     19.5
1947    5.07    5.83     2.74     0.497    0.021    90.0     96.7     17.2     15.5     19.6     5.37     3.65     21.9
1948    3.91    6.10     5.23     3.45     0.755    0.177    1,189    106.3    40.5     18.7     9.51     4.74     114.2

1949    4.05    7.01     3.68     1.14     0.500    0.594    482.5    37.5     17.4     11.2     3.30     0.653    47.0
1950    5.61    6.97     5.00     0.700    0.700    0.797    1,573    1,515    54.1     28.3     8.05     8.93     267.9
1951    8.41    9.24     4.58     3.65     4.50     31.2     198.7    27.4     15.5     6.48     9.32     8.42     27.1
1952    6.38    6.71     4.10     1.10     0.686    3.57     96.0     16.4     7.57     29.1     5.35     3.01     14.9
1953    2.21    4.19     1.97     0.574    0.079    2.98     21.9     16.5     51.4     10.1     2.14     0.270    9.50

1954    1.80    4.57     2.42     0.281    0.232    24.7     39.8     18.3     43.8     10.0     11.1     6.43     13.6
1955    7.01    6.57     4.00     1.31     0.514    0.032    291.1    22.1     92.4     11.2     2.85     1.69     36.3
1956    5.16    5.31     1.96     0.526    0.476    0.584    511.3    87.9     208.8    26.7     11.0     14.0     72.0
1957    9.96    15.8     6.44     4.47     1.53     47.1     25.8     20.4     14.9     6.45     7.78     56.6     18.1
1958    12.8    14.2     6.85     2.62     0.843    6.00     24.9     16.3     40.9     12.8     3.80     2.07     12.0

1959    7.73    6.53     0.710    0.268    0.100    10.8     107.2    18.4     11.0     5.71     2.15     0.440    14.2
1960    5.57    4.57     3.71     1.87     0.986    20.6     605.9    30.7     15.2     4.63     1.90     0.937    57.3
1961    1.62    4.11     0.742    0.635    0        23.4     24.4     11.6     5.18     5.64     0.513    0        6.51
1962    2.48    3.35     1.06     0.190    0        0        398.4    63.2     266.5    20.2     11.8     8.21     64.0
1963    13.2    15.8     4.87     0.945    0        42.2     34.5     18.9     22.7     26.5     3.73     0.797    15.4

1964    3.15    5.35     1.13     0.152    0.093    0.261    138.7    28.0     266.6    50.5     12.1     10.4     42.6
1965    12.6    10.1     4.99     3.79     2.77     2.84     481.4    63.0     71.9     23.4     11.5     16.0     58.2
1966    25.8    15.8     11.6     4.96     2.14     438.2    355.8    228.5    57.3     36.5     17.6     9.88     101.1
1967    10.9    10.8     8.15     3.54     2.48     123.9    358.8    210.7    39.4     17.4     8.90     5.71     66.8
1968    4.76    10.3     5.57     2.02     1.55     66.5     46.0     21.3     18.7     16.6     11.8     10.5     18.0

1969    8.91    10.9     5.61     0.822    0.407    0.456    521.5    53.3     20.2     12.3     4.70     5.14     53.2
1970    6.50    7.93     5.99     5.38     2.26     0.794    479.5    139.5    41.9     39.8     11.4     6.53     62.0
1971    9.14    10.8     4.40     0.896    0.947    7.45     512.3    59.5     30.4     67.1     21.0     11.6     60.9
1972    12.3    14.6     5.64     0.801    0.259    269.8    356.3    71.9     31.2     10.0     4.51     4.42     65.1
1973    8.08    7.82     2.04     0.400    0.526    59.5     39.9     18.9     28.4     6.15     1.47     4.46     14.9

1974    11.7    4.40     3.09     2.55     0.587    0.913    660.7    485.7    176.3    27.5     19.6     7.60     116.6
1975    13.3    14.8     8.46     5.86     3.68     5.45     285.2    162.4    28.9     108.5    9.28     6.54     54.5
1976    11.1    9.54     3.75     3.60     4.14     108.1    387.6    34.6     17.5     8.50     2.90     1.53     49.1
1977    1.40    2.19     0.489    0        0        11.0     32.9     17.7     10.9     6.79     3.14     4.16     7.57
1978    9.04    5.10     1.29     0.958    0.168    74.5     495.4    56.4     61.2     26.4     8.17     8.64     61.9

1979    5.48    3.07     2.12     2.00     1.35     1.00     1,189    363.0    63.6     63.4     12.1     17.2     142.9
1980    8.14    8.25     4.35     1.04     1.33     8.16     70.2     12.6     7.33     1.87     1.32     2.98     10.6
1981    5.34    10.4     8.19     4.10     17.3     33.3     38.8     15.2     21.5     12.3     4.83     15.3     15.5
1982    20.5    11.7     8.35     1.54     0.301    33.6     329.2    63.0     60.0     235.8    96.4     13.9     73.1
1983    59.1    23.6     13.4     9.66     12.5     236.9    197.3    52.5     32.6     18.7     7.92     17.1     57.0

1984    9.15    15.0     3.53     0.784    4.48     53.3     89.0     26.7     26.0     9.92     3.13     3.77     20.3
1985    3.94    3.60     1.56     0.121    0.001    175.4    63.7     31.2     26.5     5.25     6.08     8.53     27.4
1986    18.5    21.3     8.60     6.37     5.09     190.0    113.1    86.2     16.2     60.1     21.0     12.5     47.0
1987    20.1    10.9     8.71     9.65     7.31     122.3    848.6    81.9     28.6     27.3     15.0     7.68     98.4
1988    12.1    11.1     11.4     6.32     0.674    40.0     98.7     70.7     30.0     4.73     2.11     0.253    24.0

1989    5.20    3.20     1.10     1.14     1.10     1.00     90.6     30.9     8.74     2.32     0.150    0.011    12.1
1990    1.18    1.73     0.291    0        0        0.600    26.4     11.2     8.28     2.75     0.019    0        4.36
1991    0       0.971    0.831    0        0        2.87     23.0     14.0     4.21     14.5     6.44     12.3     6.61
1992    11.5    10.3     8.67     7.14     5.98     186.7    60.7     24.0     15.0     6.80     3.49     0.635    28.6
1993    2.71    5.38     3.61     1.58     2.74     13.1     97.6     23.7     21.8     132.6    327.6    69.0     59.0
1994    20.7    17.2     11.1     6.19     4.56     153.1    164.7    52.5     86.3     64.8     13.7     14.9     51.0
__________________________________________________________________________________________________________________________________
 


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