05067500 MARSH RIVER NEAR SHELLY, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°24'45'', long 96°45'50'', NE1/4NW1/4 sec.3, T.145 N., R.48 W., Norman County,
Hydrologic Unit 09020107, near center of span on downstream truss of bridge, 3.8 mi southeast of
Shelly and 10 mi upstream from mouth.

DRAINAGE AREA.--151 mi2.
PERIOD OF RECORD.--March 1944 to September 1983, April 1985 to current year. No winter records
since 1989. Monthly discharge only for March 1944, published in WSP 1308. Operated as a high-
flow partial-record station October 1983 to March 1985.

GAGE.--Water-stage recorder. Datum of gage is 841.14 ft above mean sea level (levels by U.S. Army
Corps of Engineers). Prior to Oct. 1, 1965, nonrecording gage at datum 3.0 ft higher. Oct. 1, 1965, to
May 17, 1989, nonrecording gage at present site and datum.

EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 4,880 ft3/s, Apr. 19, 1979, gage height,
23.36 ft, from floodmark; no flow at times.

Annual mean discharge

Annual mean discharge for 0567500 Marsh River near Shelly, Minnesota

----------------------------------------------------------------------------------------------------------
                              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      130       1952            0         m               12.4        29.0        2.34       1.75
November     102       1952            0         m               10.7        24.8        2.32       1.51
December     77.1      1951            0         m               5.60        16.1        2.87       0.79
January      64.5      1951            0         m               3.79        12.0        3.16       0.53
February     62.1      1951            0         m               3.29        10.8        3.29       0.46
March        437       1945            0         m               69.5        115         1.66       9.80
April        1,270     1947            0.780     1991            289         360         1.25       40.72
May          2,620     1950            1.35      1958            126         381         3.03       17.8
June         1,030     1950            0         1980            81.6        182         2.23       11.5
July         821       1950            0         m               73.6        154         2.10       10.4
August       363       1949            0         m               20.8        58.9        2.84       2.93
September    144       1944            0         m               13.2        31.4        2.38       1.86
Annual       543       1950            1.24      1977            63.3        92.7        1.46       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 0567500 Marsh River near Shelly, Minnesota

----------------------------------------------------------------------------------------------------------------------
                              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       0.16     0.23    0       0       0       0       0       0       0       0
  90           0       0       0       1.60     0.76    0.22    0       0       0       0       0       0       0
  85           0       0       0       5.46     1.70    0.71    0       0       0       0       0       0       0
  80           0       0       0       7.95     3.26    1.00    0.10    0       0       0       0       0       0
  75           0       0       0       10.8     4.46    1.50    0.29    0       0       0       0       0       0
  70           0       0       0       14.6     6.46    3.09    0.43    0       0       0       0       0       0
  65           0       0       0.06    19.7     8.76    3.78    0.90    0       0       0       0       0       0.07
  60           0       0       0.13    26.7     10.7    5.16    1.30    0.02    0       0       0.08    0       0.16
  55           0       0       0.18    35.9     15.0    6.45    1.90    0.08    0       0.02    0.27    0.07    0.35
  50           0       0       0.37    53.1     19.1    8.44    3.32    0.30    0.14    0.21    0.49    0.16    0.77
  45           0.02    0       0.76    75.6     23.7    11.2    4.58    0.60    0.27    0.38    0.67    0.28    1.10
  40           0.09    0.06    4.98    106      29.3    14.4    6.98    0.85    0.53    0.70    1.20    0.37    3.13
  35           0.15    0.08    14.3    152      35.8    19.6    11.7    1.20    1.00    1.30    1.60    0.49    5.90
  30           0.19    0.11    21.2    218      45.8    29.0    21.1    2.40    2.00    2.30    3.39    0.64    10.4
  25           0.25    0.19    31.8    308      59.9    44.2    36.7    4.27    3.72    4.53    4.68    1.10    18.6
  20           0.33    0.24    52.9    438      89.2    72.7    63.6    10.1    6.89    9.94    7.42    2.00    32.6
  15           0.73    0.42    84.8    599      159     115     99.7    22.9    18.3    21.4    14.4    3.94    60.3
  10           14.1    12.1    182     849      257     218     164     56.6    42.9    43.6    46.2    14.9    109
  5            28.8    25.1    425     1,430    577     438     468     107     79.5    84.6    75.1    48.7    306
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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)      (ft/s)
__________________________________________________________________________________________________

  0.99         1.01         37.8           20.9           17.5          13.4           8.17
  0.95         1.05         112            72.5           56.6          40.8           25.8
  0.90         1.11         191            132            101           70.9           45.6
  0.80         1.25         346            258            193           133            87.2
  0.50         2            946            791            587           397            267
  0.20         5            2,180          1,980          1,500         1,030          706
  0.10         10           3,180          2,960          2,310         1,600          1,110
  0.04         25           4,530          4,320          3,480         2,460          1,720
  0.02         50           5,560          5,360          4,430         3,190          2,240
  0.01         100          6,600          6,390          5,420         3,970          2,790
  0.005        200          7,620          7,410          6,430         4,790          3,380
  0.002        500          8,940          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        0        0
0.10       10        0      0     0      0      0     0     0        0        0
0.20       5         0      0     0      0      0     0     0        0        0
0.50       2         0      0     0      0      0     0     0.019    0.119    0.410
____________________________________________________________________________________


----------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------
                   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
  0.10           10          0     0     0      0            0    0      0      0
  0.20           5           0     0     0      0            0    0      0      0.182
  0.50           2           0     0     0      0            0    0.013  0.140  3.98

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

  0.05           20          0     0     0      0            0    0      0      0
  0.10           10          0     0     0      0            0    0      0      0
  0.20           5           0     0     0      0            0    0      0      0
  0.50           2           0     0     0.039  0.448        0    0      0      0.008
_____________________________________________________________________________________
-------------------------------------------------------------------------------------
               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

1944     July 11     8.64     1,030          1970   April 9       13.38    1,320
1945     March 18    8.48     1,000          1971   April 1       10.11    619
1946     March 23    --       1,510          1972   April 15      16.26    2,070
1947     April 14    17.80    4,150          1973   March 16      9.30     366
1948     April 13    --       1,040          1974   April 15      18.87    2,460
1949     June 3      9.83     1,260          1975   April 19      17.81    2,330
1950     May 11      18.96    4,660          1976   March 31      11.32    785
1951     April 8     12.56    2,100          1977   April 10      4.13     42
1952     July 21     7.80     979            1978   April 9       19.22    2,240
1953     June 17     4.11     389            1979   April 19      23.36    4,880
1954     April 13    4.63     376            1980   April 3       9.99     615
1955     April 5     4.10     289            1981   May 23        11.03    896
1956     April 13    12.50    1,960          1982   April 2       13.06    1,070
1957     June 23     --       304            1983   March 8       13.84    1,240
1958     July 10     1.48     47             1984   June 11       16.17    2,260
1959     March 31    2.42     96             1985   May 13        13.23    1,380
1960     April 7     6.04     492            1986   March 30      14.59    1,720
1961     March 9     3.51     100            1987   July 24       15.80    1,730
1962     June 11     9.87     1,240          1988   March 26      7.86     250
1963     April 8     4.60     274            1989   April 7       21.18    3,490
1964     April 22    5.41     450            1990   June 2        6.65     254
1965     April 13    16.87    3,120          1991   May 23        11.88    1,120
1966     April 2     13.85    1,460          1992   March 8       10.36    430
1967     March 30    11.54    866            1993   April 2       13.78    660
1968     March 27    7.35     221            1994   September 19  11.50    995
1969     April 12    22.28    3,910

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

1979     April 19    23.36    4,880          1970   April 9       13.38    1,320
1950     May 11      18.96    4,660          1962   June 11       9.87     1,240
1969     April 12    22.28    3,910          1983   March 8       13.84    1,240
1989     April 7     21.18    3,490          1991   May 23        11.88    1,120
1965     April 13    16.87    3,120          1982   April 2       13.06    1,070
1974     April 15    18.87    2,460          1948   April 13      --       1,040
1975     April 19    17.81    2,330          1944   July 11       8.64     1,030
1984     June 11     16.17    2,260          1945   March 18      8.48     1,000
1978     April 9     19.22    2,240          1994   September 19  11.50    995
1951     April 8     12.56    2,100          1952   July 21       7.80     979
1972     April 15    16.26    2,070          1981   May 23        11.03    896
1956     April 13    12.50    1,960          1967   March 30      11.54    866
1987     July 24     15.80    1,730          1976   March 31      11.32    785
1986     March 30    14.59    1,720          1993   April 2       13.78    660
1946     March 23    --       1,510          1971   April 1       10.11    619
1966     April 2     13.85    1,460          1980   April 3       9.99     615
1985     May 13      13.23    1,380          1960   April 7       6.04     492
1964     April 22    5.41     450            1990   June 2        6.65     254
1992     March 8     10.36    430            1988   March 26      7.86     250
1953     June 17     4.11     389            1968   March 27      7.35     221
1954     April 13    4.63     376            1961   March 9       3.51     100
1973     March 16    9.30     366            1959   March 31      2.42     96
1957     June 23     --       304            1958   July 10       1.48     47
1955     April 5     4.10     289            1977   April 10      4.13     42
1963     April 8     4.60     274
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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    --       --       --       --       --       0.142    83.3       43.5       114.2     327.2     163.9     143.8      --
1945    19.0     11.8     3.56     0.823    0.350    437.2    629.4     184.5       22.4      7.24      2.61      1.83     110.3
1946    1.29     0.820    0.084    0        0        363.5    280.2     60.7        13.0      12.8      0.058     0.453    61.4
1947    3.99     1.68     0.510    0        0        22.0     1,273     424.3       607.5     129.9     65.9      56.0     214.2
1948    73.0     55.8     47.5     35.4     25.1     28.9     656.3     265.8       102.2     76.0      40.6      11.7     117.7

1949    10.8     19.8     17.8     18.2     14.9     18.1     216.7     198.3       411.5     585.2     362.7     74.2     163.4
1950    60.5     74.3     58.6     27.2     23.8     51.9     1,537     2,617       1,030     821.0     133.7     50.8     543.3
1951    118.4    85.7     77.1     64.5     62.1     107.0    1,190     714.6       301.7     102.5     60.7      122.5    250.2
1952    129.8    101.8    13.1     12.4     10.8     14.8     390.7     125.3       90.3      201.9     54.3      3.80     95.7
1953    1.30     0.877    0.681    0.174    0.132    52.1     46.5      38.5        100.7     119.6     6.61      1.64     30.9

1954    0.039    0.227    0.742    0.206    0.050    6.64     135.4     60.2        22.4      2.21      0.106     0        19.0
1955    0        0.053    0.106    0        0        0.484    69.5      9.39        14.9      17.6      11.2      0        10.2
1956    0        0        0        0        0        0.010    317.2     37.5        23.7      1.02      0.035     0.090    31.2
1957    0        0        0        0        0        40.5     35.5      10.3        41.6      17.2      0.906     5.17     12.6
1958    3.01     7.03     0.945    0        0.339    1.33     4.13      1.35        3.00      15.5      0.255     0        3.09

1959    0        0        0        0        0.007    18.3     19.9      6.75        4.96      1.27      0         0        4.28
1960    0        0        0        0        0        23.7     108.9     10.6        12.6      8.27      0.277     3.47     13.9
1961    0        0.117    0        0        0        35.6     12.9      25.0        3.03      0         0         0.013    6.46
1962    0.387    0        0        0        0        0.258    97.9      198.5       347.1     264.3     8.75      1.50     76.8
1963    0.687    1.60     0.713    0.155    0        20.6     33.7      11.6        32.7      0.445     0         0        8.49

1964    0        0        0        0        0        0        103.4     23.2        18.6      3.26      0.061     0.167    12.3
1965    0.077    0.123    0        0        0        0        573.3     25.9        29.7      21.0      3.63      3.76     54.2
1966    26.9     5.43     2.72     0.152    0.068    389.4    291.5     50.4        9.99      2.38      1.70      2.32     65.6
1967    0.210    0.030    0        0        0        60.1     143.6     30.1        9.92      1.17      0         0        20.4
1968    0        0        0        0        0        19.9     11.8      5.42        15.7      1.06      0         0        4.49

1969    0        0        0        0        0        0        608.5     31.4        24.7      42.8      3.19      2.34     58.8
1970    2.85     2.29     0.768    0.177    0.168    1.47     350.4     58.0        137.6     2.33      0.045     0.137    45.9
1971    0.255    0.563    0.023    0        0        46.7     100.7     5.39        2.76      0.458     0         0        13.0
1972    60.7     60.2     4.57     0.500    0        317.9    321.3     52.9        4.71      5.26      2.43      0.587    69.3
1973    0.837    0        0.278    0.098    0.078    84.1     10.3      4.21        0.741     0         0         25.6     10.6

1974    30.7     5.38     1.41     0.291    0.174    0.165    775.2     149.9       20.7      1.25      3.88      0.078    81.8
1975    0.232    6.35     0.593    0.235    0.121    0.128    552.8     86.0        17.0      230.1     0.889     0.009    74.4
1976    0.001    0.866    0.008    0        0.004    68.1     71.0      2.44        4.06      0.014     0         0        12.2
1977    0        0        0        0        0        2.79     10.2      1.36        0.565     0         0         0.004    1.24
1978    0.501    0.180    0.020    0.020    0.020    15.5     676.3     9.95        0.998     0.018     0.004     0        57.9

1979    0        0        0        0        0        0        894.8     43.7        13.4      53.4      1.43      0.087    83.0
1980    0        0.626    0.070    0.015    0        6.75     105.9     0.866       0         0         0.033     0        9.39
1981    0        0        0        0        1.36     1.30     0.078     47.7        3.92      1.18      0.199     4.64     5.09
1982    12.7     5.32     1.54     0.097    0.228    70.8     337.3     24.8        2.86      1.18      0.123     0        37.9
1983    12.0     7.46     5.04     1.33     0.790    342.4    68.8      4.34        247.1     55.7      20.5      18.5     65.6

1985    --       --       --       --       --       --       14.3      297.6       11.2      9.13      8.14      3.83     --
1986    4.61     1.82     0.568    0.445    0.400    164.2    321.9     135.5       19.3      18.4      4.19      0.547    56.1
1987    0.319    1.04     1.20     0.338    0.270    206.2    20.9      33.2        5.92      259.6     12.6      1.44     46.0
1988    0.745    0.706    0.626    0.197    0.164    81.9     49.7      1.56        0.100     0         2.92      5.68     12.1
1989    0.098    0.073    0        0        0        0.484    608.6     12.5        4.60      0.076     0         0        51.5

1990    4.43     --       --       --       --       --       28.1      3.57        30.7      5.15      0         0        --
1991    0        --       --       --       --       9.20     4.93      72.0        27.4      2.84      0.125     0        --
1992    0        --       --       --       --       63.7     6.35      2.73        17.4      28.7      20.6      21.9     --
1993    3.35     --       --       --       --       --       133.0     5.23        4.69      100.2     36.9      0.480    --
1994    --       --       --       --       --       --       109.8     32.3        92.9      124.6     1.83      91.9     --
__________________________________________________________________________________________________________________________________
 


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