05059700 MAPLE RIVER NEAR ENDERLIN, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 46�'18'', long 97�'25", on west line sec.2, T.136 N., R.55 W., Ransom County, Hydrologic Unit 09020205, on left bank 25 ft downstream from county highway bridge, 1 mi downstream from South Branch and 1.2 mi east of Enderlin.
DRAINAGE AREA.--843 mi 2, of which about 47 mi2 is probably noncontributing.
PERIOD OF RECORD.--May 1956 to current year.
GAGE.--Water-stage recorder. Datum of gage is 1,056.72 ft above sea level. Sept. 21, 1956, to June 9,1969, recording gage on right bank at same datum. Prior to Sept. 20, 1956, nonrecording gage at site 25 ft upstream at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 7,610 ft 3/s, June 30, 1975, gage height, 15.41 ft; minimum daily discharge, 0.1 ft 3/s, Dec. 7-9, 1963, gage height, 1.90 ft, Oct. 5, 1956.

Annual mean discharge

Annual mean discharge 05059700 MAPLE RIVER NEAR ENDERLIN, 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      211       1995            1.52      1993            9.66        32.5        3.37       1.53
November     63.6      1995            1.49      1961            5.81        9.68        1.67       0.92
December     16.0      1995            1.32      1961            3.38        2.38        0.70       0.53
January      4.05      1976            1.21      1969            2.45        0.74        0.30       0.39
February     11.9      1976            1.30      1969            2.98        1.98        0.66       0.47
March        622       1966            2.10      1969            131         171         1.31       20.6
April        2,160     1997            2.06      1991            279         418         1.50       44.0
May          259       1996            2.19      1992            56.0        73.0        1.30       8.84
June         424       1975            1.41      1961            43.2        88.7        2.05       6.82
July         874       1993            1.44      1961            66.5        163         2.45       10.5
August       506       1993            1.33      1961            22.8        80.4        3.53       3.60
September    111       1994            1.28      1984            10.8        19.7        1.82       1.71
Annual       242       1997            2.14      1990            53.0        54.4        1.03       100

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Annual flow duration

Annual flow duration 05059700 MAPLE RIVER NEAR ENDERLIN, ND
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                              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           1.40    1.40    1.50    2.30     2.20    1.70    1.40    1.30    1.40    1.60    1.50    1.20    1.40
  90           1.60    1.60    2.00    2.90     2.70    2.20    1.70    1.30    1.60    1.60    1.80    1.50    1.40
  85           1.70    1.60    2.00    5.07     3.30    2.20    2.20    1.70    1.60    1.90    2.00    1.80    1.90
  80           1.80    1.80    2.00    6.87     4.32    2.80    2.20    1.70    1.60    1.90    2.00    1.80    1.90
  75           1.90    1.80    2.00    13.7     5.33    3.72    2.20    2.10    2.00    1.90    2.30    2.10    1.90
  70           2.00    1.80    2.80    18.9     6.57    4.27    2.90    2.10    2.00    2.30    2.30    2.10    1.90
  65           2.00    1.80    2.80    24.4     8.21    4.85    2.90    2.10    2.00    2.30    2.30    2.10    1.90
  60           2.10    1.80    3.87    33.2     10.5    5.47    2.90    2.10    2.40    2.30    2.70    2.10    2.95
  55           2.10    1.80    4.53    46.8     13.2    6.52    3.70    2.60    2.40    2.80    2.70    2.50    3.27
  50           2.10    2.10    5.78    65.1     16.6    8.13    5.22    2.60    2.40    2.80    2.70    2.50    3.60
  45           2.10    2.10    8.44    88.8     21.7    10.1    6.50    2.60    3.00    2.80    3.10    2.50    4.06
  40           2.40    2.40    14.2    118      27.1    12.5    8.90    3.30    3.60    3.40    3.60    2.50    4.57
  35           2.50    2.40    23.5    146      32.8    14.7    12.7    4.37    3.60    3.40    4.10    3.10    6.24
  30           2.50    2.70    38.7    189      42.9    16.7    17.4    5.28    5.34    4.20    4.80    3.10    8.10
  25           2.80    2.70    67.3    260      57.0    20.9    23.8    6.68    6.77    5.00    5.50    3.70    12.6
  20           3.00    3.10    118     365      76.5    27.7    33.8    8.89    8.23    5.85    6.45    3.70    19.9
  15           3.30    3.50    222     504      103     37.9    58.6    14.8    13.7    7.82    7.94    4.40    35.7
  10           3.50    4.00    472     697      142     58.3    118     23.8    21.3    12.1    10.0    5.61    81.6
  5            4.00    4.50    839     1,210    218     119     295     68.1    43.2    19.1    14.3    6.76    228

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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         12.2           4.00         2.77          2.05           1.65
  0.95         1.05         48.2           22.8         16.9          12.4           9.12
  0.90         1.11         95.0           52.4         39.9          29.0           20.6
  0.80         1.25         207            132          103           74.0           51.0
  0.50         2            797            597          478           339            224
  0.20         5            2,590          1,990        1,590         1,110          724
  0.10         10           4,480          3,330        2,630         1,830          1,200
  0.04         25           7,680          5,330        4,150         2,860          1,890
  0.02         50           10,600         6,940        5,330         3,660          2,430
  0.01         100          14,000         8,580        6,500         4,450          2,990
  0.005        200          17,700         10,200       7,650         5,210          3,530
  0.002        500          23,200         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

1956    June 7         4.15     92.0       1977    July 5         5.32     208
1957    August 13      4.89     150        1978    March 24       10.19    2,350
1958    April 6        5.34     202        1979    April 20       11.50    3,200
1959    November 18    3.03     34.0       1980    March 19       6.07     250
1960    April 8        7.26     621        1981    July 14        5.84     172
1961    March 4        3.78     39.0       1982    April 2        11.72    3,400
1962    August 11      9.54     1,630      1983    June 23        12.23    2,930
1963    April 6        5.85     280        1984    March 28       10.95    2,590
1964    June 9         5.32     209        1985    May 12         6.39     357
1965    April 12       11.05    3,390      1986    March 24       8.48     1,090
1966    March 18       10.39    2,100      1987    March 22       10.41    2,220
1967    April 23       7.31     702        1988    March 9        7.84     302
1968    June 19        6.05     325        1989    March 31       8.42     981
1969    April 11       13.55    5,750      1990    June 2         3.37     15.0
1970    May 29         11.06    3,260      1991    May 27         5.25     178
1971    March 24       5.58     207        1992    March 10       7.32     710
1972    March 18       7.48     742        1993    July 17        12.72    3,770
1973    March 17       9.03     1,400      1994    March 22       11.50    3,040
1974    April 14       7.22     594        1995    March 17       10.07    1,830
1975    June 30        15.41    7,610      1996    April 11       12.28    3,860
1976    March 23       5.72     246        1997    April 16       12.58    4,060

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

1975    June 30        15.41    7,610      1992    March 10       7.32     710
1969    April 11       13.55    5,750      1967    April 23       7.31     702
1997    April 16       12.58    4,060      1960    April 8        7.26     621
1996    April 11       12.28    3,860      1974    April 14       7.22     594
1993    July 17        12.72    3,770      1985    May 12         6.39     357
1982    April 2        11.72    3,400      1968    June 19        6.05     325
1965    April 12       11.05    3,390      1988    March 9        7.84     302
1970    May 29         11.06    3,260      1963    April 6        5.85     280
1979    April 20       11.50    3,200      1980    March 19       6.07     250
1994    March 22       11.50    3,040      1976    March 23       5.72     246
1983    June 23        12.23    2,930      1964    June 9         5.32     209
1984    March 28       10.95    2,590      1977    July 5         5.32     208
1978    March 24       10.19    2,350      1971    March 24       5.58     207
1987    March 22       10.41    2,220      1958    April 6        5.34     202
1966    March 18       10.39    2,100      1991    May 27         5.25     178
1995    March 17       10.07    1,830      1981    July 14        5.84     172
1962    August 11      9.54     1,630      1957    August 13      4.89     150
1973    March 17       9.03     1,400      1956    June 7         4.15     92.0
1986    March 24       8.48     1,090      1961    March 4        3.78     39.0
1989    March 31       8.42     981        1959    November 18    3.03     34.0
1972    March 18       7.48     742        1990    June 2         3.37     15.0

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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; --, no data]
__________________________________________________________________________________________________________________________________

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

 1956    --       --      --      --      --      --        --       --       11.2     1.79     4.37     6.35     --
 1957    2.55     3.09    2.35    2.02    1.92    3.06      5.87     3.46     6.64     9.44     13.7     28.1     6.85
 1958    7.94     13.3    5.87    2.74    9.18    25.7      45.8     5.22     10.4     15.8     2.73     2.31     12.2
 1959    2.15     3.26    3.00    2.03    2.15    3.51      2.59     2.55     2.76     3.38     2.13     1.95     2.62
 1960    3.05     2.42    2.02    1.72    1.97    47.6      200.6    7.58     4.04     2.66     1.75     1.76     22.9

 1961    1.59     1.49    1.32    1.37    1.45    10.6      5.33     4.74     1.41     1.44     1.33     1.46     2.81
 1962    2.08     1.73    1.72    1.75    1.60    59.6      257.3    49.0     45.5     404.0    152.0    23.1     84.0
 1963    11.3     10.2    4.94    2.64    3.06    4.99      50.1     12.5     14.9     3.02     2.61     2.30     10.2
 1964    2.15     2.31    1.88    2.17    2.06    3.44      24.7     14.3     15.4     14.8     4.24     3.62     7.58
 1965    3.36     3.50    2.75    2.75    2.81    3.78      750.0    38.8     26.3     33.4     48.5     17.0     77.0

 1966    16.6     11.2    5.84    2.46    2.20    622.2     238.6    70.5     15.4     10.3     8.65     6.58     85.1
 1967    3.67     3.17    2.73    2.44    2.06    46.8      229.6    108.6    7.19     3.62     1.59     1.92     34.4
 1968    2.47     2.26    2.12    1.97    2.74    36.3      20.0     12.2     102.6    17.3     7.64     2.82     17.5
 1969    2.45     2.74    2.26    1.21    1.30    2.10      1,231    29.9     19.7     78.2     12.2     16.2     115.4
 1970    5.34     4.00    2.82    2.15    1.85    16.9      258.1    191.1    160.8    22.1     3.26     6.00     56.1

 1971    3.65     4.94    2.99    2.20    1.87    51.1      45.1     14.1     17.9     24.7     3.32     2.41     14.6
 1972    7.42     8.65    4.97    3.60    4.54    183.3     156.0    59.6     43.6     6.95     21.8     11.1     42.7
 1973    4.57     5.14    4.34    4.02    4.68    215.2     27.1     6.38     3.41     1.71     2.49     3.52     23.9
 1974    3.98     2.77    2.44    3.61    2.80    4.30      200.6    82.1     21.4     3.29     2.85     3.16     27.7
 1975    3.73     2.74    2.68    2.36    1.85    10.1      487.4    146.7    423.7    477.2    10.5     7.01     131.3

 1976    5.95     6.51    4.25    4.05    11.9    63.0      50.2     7.66     3.48     3.19     3.33     3.98     13.9
 1977    2.36     2.81    2.56    2.67    3.00    5.54      7.40     20.6     8.46     9.53     2.37     3.49     5.93
 1978    4.38     6.92    4.44    3.06    3.20    348.5     272.1    22.7     16.5     18.0     3.31     2.74     59.1
 1979    3.24     2.60    2.45    2.37    2.64    4.00      888.1    177.0    14.0     4.37     3.04     3.43     91.5
 1980    3.05     3.67    2.95    2.64    2.56    37.3      72.0     5.90     4.42     3.78     2.97     2.80     12.0

 1981    2.87     2.63    3.39    1.86    2.82    2.41      3.28     3.34     3.98     14.0     2.84     2.82     3.87
 1982    3.36     2.43    2.46    2.09    1.71    35.1      674.2    32.6     10.8     3.88     2.56     2.00     63.8
 1983    3.97     4.99    4.19    2.37    3.98    330.8     114.9    22.4     341.7    195.1    5.74     3.47     86.5
 1984    2.86     3.76    2.61    2.15    2.82    319.8     314.0    27.0     4.04     2.95     1.89     1.28     57.1
 1985    2.29     3.00    1.48    1.59    1.64    37.0      11.5     63.5     11.8     4.15     2.02     2.53     12.0

 1986    2.59     3.28    2.40    1.89    1.91    229.6     256.6    102.7    7.55     7.94     8.09     5.85     52.8
 1987    5.84     6.02    4.28    2.97    3.06    493.9     172.7    55.7     15.0     2.49     2.02     1.75     64.5
 1988    2.02     2.62    2.19    1.88    3.98    97.6      36.9     4.16     2.26     1.92     2.31     2.07     13.4
 1989    1.88     2.05    1.94    2.26    2.04    109.9     270.3    10.4     2.31     2.07     2.88     1.73     34.0
 1990    2.27     2.38    1.53    1.67    1.39    2.58      2.74     2.39     2.72     1.63     1.92     2.51     2.14


 1991    2.19     2.16    1.75    1.70    1.87    2.90      2.06     24.6     23.8     9.68     2.05     1.64     6.39
 1992    1.56     1.69    1.61    1.96    4.74    238.7     13.5     2.19     4.31     56.5     3.77     2.49     28.1
 1993    1.52     1.94    2.35    2.07    1.70    161.0     253.6    14.8     80.9     874.5    506.5    55.2     165.0
 1994    13.7     6.07    4.98    3.55    2.78    419.5     202.4    78.3     18.9     170.2    49.2     111.1    90.8
 1995    211.2    63.6    16.0    3.92    3.69    565.0     483.0    256.8    14.0     159.7    26.8     36.6     154.6

 1996    21.6     9.16    4.74    3.11    3.61    370.9     934.6    258.8    43.9     5.42     2.62     35.3     140.6
 1997    5.46     8.90    5.11    3.57    3.09    130.2     2,162    241.5    224.3    108.1    11.1     21.6     241.8

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