05060000 MAPLE RIVER NEAR MAPLETON, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 46°51'40'', long 97°06'10", in SW1/4SE1/4 sec.10, T.139 N., R.51 W., Cass County, on left bank 25 ft upstream from dam, 3 mi southwest of Mapleton, and 20 mi upstream from mouth.
DRAINAGE AREA.--1,450 mi2, of which about 71 mi2, is probably noncontributing.
PERIOD OF RECORD.--April 1944 to September 1975. Prior to October 1958, published as "at Mapleton".
GAGE.--Water-stage recorder and rubble masonry dam. Datum of gage is 893.53 ft above mean sea level (levels by Soil Conservation Service). Prior to Oct. 1, 1958, nonrecording gage at site 7 mi downstream at different datum.
EXTREMES since Oct. 1, 1958.--Maximum discharge, 11,600 ft3/s, July 2, 1975 (gage height, 15.03 ft); maximum gage height, 18.9 ft, Apr. 6, 1952; no flow for many days.

Annual mean discharge

Annual mean discharge for 05060000 Maple River near Mapleton, 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      49.1      1972          0         m             7.94        11.8        1.49       0.92
November     36.2      1972          0         1961          8.84        8.28        0.94       1.02
December     12.2      1963          0         1961          3.70        3.32        0.90       0.43
January      4.30      1973          0         m             1.12        1.25        1.12       0.13
February     4.85      1973          0         m             0.620       1.12        1.81       0.07
March        1,040     1966          0         m             95.1        208         2.18       11.0
April        1,710     1969          13.9      1959          385         435         1.13       44.6
May          620       1950          6.30      1955          104         145         1.40       12.0
June         353       1947          1.71      1961          94.2        160         1.70       10.9
July         2,380     1975          0         1961          132         434         3.29       15.3
August       267       1962          0         m             20.8        48.1        2.31       2.41
September    65.8      1962          0         m             11.0        15.0        1.35       1.28
Annual       374       1975          11.1      1954          73.5        78.8        1.07       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05060000 Maple River near Mapleton, 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       9.52     6.39    3.65    0.58    0       0       0       0.05    0       0
  90           0       0       0       16.8     8.53    4.86    1.20    0       0       0       1.30    0.10    0
  85           0       0       0       21.0     10.8    5.52    3.12    0.20    0       0       1.90    0.40    0.08
  80           0       0       0       28.8     14.2    7.39    4.25    0.38    0.10    0.26    2.30    0.72    0.29
  75           0.10    0       0.05    37.7     16.5    9.09    6.24    0.74    0.20    0.65    2.80    0.87    0.67
  70           0.10    0       0.10    46.0     19.0    11.3    7.44    1.40    0.38    1.00    3.40    1.10    1.00
  65           0.12    0       0.15    54.8     21.6    13.9    8.47    2.00    0.94    1.30    4.20    1.30    1.60
  60           0.18    0.02    0.15    67.1     24.6    16.5    11.1    3.28    1.50    2.10    4.20    1.50    3.12
  55           0.38    0.10    0.31    85.3     28.2    19.8    12.9    4.14    2.30    2.70    5.50    1.90    4.01
  50           0.46    0.10    0.67    109      32.1    23.6    15.6    4.69    2.90    3.40    5.99    2.30    4.60
  45           0.67    0.20    2.56    136      36.8    29.4    18.0    6.27    3.60    3.40    6.47    2.80    6.70
  40           0.98    0.20    5.71    170      43.3    34.8    21.1    7.58    5.21    4.68    6.82    3.30    9.55
  35           0.98    0.30    11.3    218      54.9    40.0    24.9    10.2    6.51    5.22    7.17    3.30    13.7
  30           1.20    0.43    18.4    289      75.6    45.2    30.6    12.8    7.94    5.96    8.34    4.10    18.3
  25           1.70    0.43    27.8    382      98.0    54.9    39.0    16.0    13.0    7.05    11.5    5.49    25.5
  20           1.70    0.76    41.4    512      120     69.8    54.9    20.9    18.2    8.77    13.8    6.30    35.9
  15           2.60    1.10    84.1    695      153     100     74.7    30.1    25.0    12.8    17.7    7.23    56.0
  10           3.10    1.90    207     1,020    235     158     122     44.6    32.6    22.2    21.9    8.12    103
  5            3.70    3.40    521     1,950    425     363     362     72.5    47.0    34.3    27.8    11.2    295
______________________________________________________________________________________________________________________
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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         47.6        43.5          35.3          26.6           22.5
  0.95         1.05         131         119           91.7          66.6           50.2
  0.90         1.11         219         197           150           107            76.7
  0.80         1.25         396         355           267           187            127
  0.50         2            1,140       1,020         771           524            329
  0.20         5            2,980       2,650         2,090         1,390          832
  0.10         10           4,740       4,220         3,420         2,260          1,340
  0.04         25           7,560       6,740         5,700         3,730          2,200
  0.02         50           10,100      8,990         7,850         5,120          3,030
  0.01         100          12,900      11,500        10,400        6,770          4,030
  0.005        200          16,100      14,400        13,400        8,700          5,220
  0.002        500          20,700      ng            ng            ng             ng
__________________________________________________________________________________________________
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                          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     0     0     0     0     0       0       0.165   0.450
0.10       10       0     0     0     0     0     0       0       0.303   0.738
0.20       5        0     0     0     0     0     0       0.044   0.525   1.18
0.50       2        0     0     0     0     0     0.103   0.436   1.35    2.74
____________________________________________________________________________________
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                        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      0      0      0           0      0      0      0
0.10           10           0      0      0      0           0      0      0      0.09
0.20           5            0      0      0      0           0      0      0      0.71
0.50           2            0      0.02   0.08   0.16        0      0.14   0.50   8.09

                                June-July-August            September-October-November
                            _________________________      ___________________________

0.05           20           0      0      0      0           0      0      0      0
0.10           10           0      0      0      0.15        0      0      0      0
0.20           5            0.02   0.15   0.24   0.68        0      0      0      0.18
0.50           2            1.42   2.04   2.66   4.90        0.46   0.64   0.83   1.87
_____________________________________________________________________________________
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           Annual peak discharge and corresponding gage height, period of record
                                 [--, 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

1944     April 8     8.16     177        1961    March 10    1.42     49.0
1945     April 12    8.59     373        1962    April 5     12.48    2,740
1946     March 21    13.15    550        1963    April 8     7.19     779
1947     April 14    18.04    3,880      1964    April 15    5.65     314
1948     April 7     17.28    1,500      1965    April 12    13.22    3,210
1949     April 3     14.75    850        1966    March 17    13.46    3,610
1950     April 2     17.73    1,980      1967    April 21    9.29     1,420
1951     April 7     12.50    750        1968    June 23     5.20     302
1952     April 6     18.90    3,850      1969    April 11    14.00    7,000
1953     June 17     18.62    4,840      1970    May 30      12.39    3,340
1954     March 21    8.62     200        1971    March 19    6.82     778
1955     April 2     12.40    500        1972    March 17    12.27    2,430
1956     April 14    11.51    630        1973    March 15  --         1,300
1957     June 14     8.52     430        1974    April 13    10.30    1,970
1958     April 10    7.57     195        1975    July 2      15.03    11,600
1959     June 12     5.58     1,160      1976    March 27    7.50     1,000
1960     April 7     5.65     1,220

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

1975     July 2      15.03    11,600     1976    March 27    7.50     1,000
1969     April 11    14.00    7,000      1949    April 3     14.75    850
1953     June 17     18.62    4,840      1963    April 8     7.19     779
1947     April 14    18.04    3,880      1971    March 19    6.82     778
1952     April 6     18.90    3,850      1951    April 7     12.50    750
1966     March 17    13.46    3,610      1956    April 14    11.51    630
1970     May 30      12.39    3,340      1946    March 21    13.15    550
1965     April 12    13.22    3,210      1955    April 2     12.40    500
1962     April 5     12.48    2,740      1957    June 14     8.52     430
1972     March 17    12.27    2,430      1945    April 12    8.59     373
1950     April 2     17.73    1,980      1964    April 15    5.65     314
1974     April 13    10.30    1,970      1968    June 23     5.20     302
1948     April 7     17.28    1,500      1954    March 21    8.62     200
1967     April 21    9.29     1,420      1958    April 10    7.57     195
1973     March 15    --       1,300      1944    April 8     8.16     177
1960     April 7     5.65     1,220      1961    March 10    1.42     49.0
1959     June 12     5.58     1,160
_____________________________________________________________________________________
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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
__________________________________________________________________________________________________________________________________

 1944    --       --      --       --       --       --        59.1     56.3     23.2     12.9     12.9     9.95     --
 1945    5.06     14.5    4.84     0.329    0        93.2      86.4     25.2     16.5     3.60     3.37     0.467    21.2
 1946    1.32     2.35    0.794    0.100    0.032    115.8     69.8     8.82     9.37     4.41     0.042    0.127    17.9
 1947    5.96     5.48    1.28     0.129    0        100.7     945.6    59.3     353.2    17.9     1.02     4.04     123.4
 1948    2.38     6.48    5.61     2.58     0.324    6.33      517.5    51.3     19.5     13.8     9.14     1.55     52.4

 1949    0.694    6.20    1.75     0.042    0        8.96      209.1    15.4     8.07     7.26     0.229    0        21.3
 1950    0.474    2.73    1.00     0.042    0        86.1      926.7    619.6    76.7     65.2     6.46     2.46     149.0
 1951    4.29     3.55    1.36     0.710    0.200    7.37      234.1    16.1     11.6     11.4     6.02     10.8     25.4
 1952    4.61     6.10    6.32     1.45     0.355    0.242     905.9    25.7     6.67     48.7     0.552    0.007    82.7
 1953    0        1.75    1.99     1.42     1.47     25.0      21.0     88.5     716.5    63.4     51.1     1.78     80.7

 1954    0.797    5.90    5.17     2.48     3.57     38.4      37.1     14.1     6.52     12.9     2.56     3.15     11.1
 1955    0.787    3.37    3.05     1.48     0.250    0.184     117.9    6.30     13.4     63.2     9.47     0.280    18.3
 1956    0.619    1.99    0.632    0.016    0        0         114.1    27.3     13.6     2.90     0.487    0.243    13.4
 1957    0.019    7.42    1.89     0.497    0.150    7.10      27.1     13.5     54.3     13.8     15.2     25.5     13.8
 1958    10.3     19.4    7.33     2.35     0.586    31.8      74.8     16.9     15.7     42.4     3.09     5.11     19.2

 1959    1.90     2.46    0.306    0        0        10.2      13.9     8.35     113.2    21.0     1.10     0        14.3
 1960    0.771    1.84    1.10     0.823    0.400    70.3      360.2    15.8     5.82     2.01     0        0        37.9
 1961    0        0       0        0        0        30.1      18.0     17.3     1.71     0        0        3.98     5.98
 1962    22.8     3.38    2.05     0.442    0.171    0.913     693.4    212.6    170.4    760.9    267.2    65.8     184.3
 1963    30.5     28.4    12.2     0.765    0        15.5      159.7    33.2     34.9     12.6     6.67     5.63     28.3

 1964    3.15     5.12    1.06     0.100    0.100    5.87      110.8    39.1     49.2     17.1     8.65     4.00     20.2
 1965    4.00     6.69    1.38     1.20     0.561    0.300     1,149    92.5     42.4     64.6     58.2     40.1     120.6
 1966    38.4     21.2    10.9     3.07     1.09     1,040     456.7    149.5    43.3     22.6     21.1     8.65     152.8
 1967    6.33     6.02    1.88     0.817    0.851    78.7      379.0    168.7    28.8     6.55     1.22     0.651    56.6
 1968    2.97     5.25    2.46     0.267    0.166    46.6      61.5     30.8     116.2    41.2     11.8     6.17     27.0

 1969    5.35     6.91    3.01     0.049    0        0         1,708    151.5    35.6     373.4    35.5     22.0     194.0
 1970    15.7     13.3    7.10     3.78     2.13     41.3      522.3    428.5    477.9    32.9     7.05     27.4     131.3
 1971    9.00     12.3    2.11     0.486    0.002    206.5     129.8    27.5     38.8     54.7     5.80     27.7     43.1
 1972    49.1     36.2    11.2     3.57     1.94     478.0     271.9    374.8    108.4    41.7     52.1     28.9     122.3
 1973    7.17     14.4    6.70     4.30     4.85     402.5     79.9     23.7     8.09     1.04     1.93     12.7     47.8

 1974    9.16     7.63    3.81     0.228    0.052    0.328     557.8    171.7    49.2     13.5     16.0     7.14     69.3
 1975    2.51     15.7    4.53     1.16     0        0.941     1,305    327.6    345.5    2,375    50.3     27.2     373.7
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