05087500 MIDDLE RIVER AT ARGYLE, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°20'25'', long 96°48'58", in NE1/4NW1/4 sec.15, T.156 N., R.48 W., Marshall County, Hydrologic Unit 09020309, on left bank 30 ft upstream of bridge on County Highway 4 in Argyle and 14 mi upstream from mouth.
DRAINAGE AREA.--265 mi2.
PERIOD OF RECORD.--March to September 1945, October 1950 to September 1981, February 1982 to current year. Monthly discharge only for some periods, published in WSP 1728. October 1981 to January 1982, operated as a high-flow partial-record station.
GAGE.--Water-stage recorder. Datum of gage is 828.53 ft above mean sea level. Prior to Nov. 8, 1951, nonrecording gage and Nov. 8, 1951, to Sept. 18, 1952, water-stage recorder at site 800 ft downstream at datum 1.0 ft higher. Sept. 19, 1952, to June 28, 1982, recording gage at site 800 ft downstream at present datum. June 29, 1982, to Sept. 20, 1983, nonrecording gage at present site and datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 4,260 ft3/s, July 3, 1975, gage height, 16.59 ft, present datum; no flow at times.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of April 1950 reached a stage of 15.25 ft present datum, site then in use, from floodmarks.

Annual mean discharge

Annual mean discharge for 05087500 Middle River at Argyle, Minnesota

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                              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      94.1      1983            0         m            8.96        19.5        2.18       1.93
November     33.4      1957            0         m            5.18        7.72        1.49       1.12
December     15.8      1983            0         m            2.33        3.09        1.33       0.50
January      4.65      1983            0         m            1.02        1.22        1.21       0.22
February     3.32      1983            0         m            0.750       0.91        1.21       0.16
March        217       1983            0         m            25.1        43.5        1.73       5.42
April        747       1966            0.197     1991         200         184         0.92       43.0
May          330       1970            2.12      1981         70.0        82.0        1.17       15.1
June         660       1970            0.366     1973         70.0        129         1.84       15.1
July         688       1975            0         1961         54.1        116         2.15       11.7
August       264       1993            0         1961         11.0        39.6        3.60       2.36
September    272       1993            0         m            16.3        50.4        3.09       3.51
Annual       112       1966            1.60      1977         38.5        29.6        0.77       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05087500 Middle River at Argyle, 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       0.18    1.50    0.19    0       0       0       0       0       0       0
  90           0       0       0       1.80    3.26    1.20    0.15    0       0       0       0       0       0
  85           0       0       0       5.19    4.52    2.47    0.33    0       0       0       0.03    0       0
  80           0       0       0       10.5    6.59    3.60    0.71    0       0       0       0.09    0.04    0.05
  75           0       0       0.02    16.7    10.8    5.10    1.50    0.07    0       0       0.21    0.09    0.15
  70           0.03    0       0.16    24.5    15.3    6.66    2.77    0.10    0       0.09    0.36    0.25    0.22
  65           0.12    0.06    0.32    36.3    18.5    8.47    3.52    0.19    0       0.12    0.36    0.41    0.48
  60           0.27    0.09    0.46    47.9    22.6    11.4    4.07    0.27    0.08    0.16    0.48    0.52    0.71
  55           0.39    0.18    0.65    59.9    26.7    13.8    5.79    0.37    0.12    0.22    0.84    0.67    1.00
  50           0.57    0.38    0.91    77.7    31.2    16.6    7.84    0.71    0.16    0.29    1.40    0.86    1.50
  45           0.70    0.54    1.30    98.6    35.8    19.6    9.87    0.99    0.23    0.40    1.90    1.10    2.79
  40           0.70    0.65    1.80    119     41.0    23.0    13.9    1.40    0.47    0.74    2.50    1.40    3.74
  35           1.00    0.78    1.80    152     47.9    28.0    18.6    1.90    0.66    1.80    3.85    1.80    5.66
  30           1.20    1.10    3.08    193     54.8    34.9    25.5    3.42    1.30    2.50    4.91    2.90    9.17
  25           1.50    1.10    3.95    241     70.2    44.5    36.1    4.64    1.90    5.58    6.18    2.90    15.4
  20           1.80    1.30    7.80    311     91.5    59.7    47.8    7.75    4.48    10.7    8.28    4.28    24.4
  15           2.20    1.60    19.1    417     122     87.2    67.7    12.6    10.3    14.7    11.3    4.96    41.7
  10           2.70    1.90    67.3    570     179     157     103     18.9    22.0    23.2    16.0    5.60    74.7
  5            3.90    2.80    156     812     297     365     228     37.8    55.9    52.4    23.3    7.17    195
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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         ng          16.4          15.0          11.9           8.78
  0.95         1.05         104         62.9          54.6          39.8           27.3
  0.90         1.11         171         117           99.5          70.2           46.9
  0.80         1.25         300         229           190           130            84.7
  0.50         2            771         652           520           349            221
  0.20         5            1,680       1,390         1,080         732            465
  0.10         10           2,380       1,860         1,440         990            635
  0.04         25           3,310       2,390         1,830         1,290          839
  0.02         50           4,000       2,710         2,080         1,480          978
  0.01         100          4,680       2,980         2,280         1,650          1,100
  0.005        200          5,340       3,200         2,450         1,800          1,220
  0.002        500          6,170       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       0.043   0.093
0.50       2        0    0    0    0    0.051   0.135   0.313   0.471   0.816
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                      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       0.057
0.50           2            0.246   0.249   10.252   0.255     0.317   0.353   0.472   3.67

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

0.05           20           0       0       0        0         0       0       0       0
0.10           10           0       0       0        0.015     0       0       0       0
0.20           5            0       0       0        0.086     0       0       0       0
0.50           2            0.154   0.284   0.411    0.879     0       0.026   0.070   0.209
___________________________________________________________________________________________
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

1945     March 30       10.80    939        1972    April 17        10.12    729
1950     April          15.25    2,790      1973    March 15        5.10     93.0
1951     April 9        11.75    1,220      1974    April 23        14.65    2,070
1952     April 11       9.89     612        1975    July 3          16.59    4,260
1953     March 31       6.65     112        1976    April 3         10.21    631
1954     June 18      --         128        1977    May 28          2.50     24.0
1955     June 9         9.87     527        1978    April 10        14.45    1,320
1956     July 11        13.18    1,390      1979    April 20        15.29    2,140
1957     September 7    10.73    734        1980    April 9         6.91     357
1958     July 9         11.38    846        1981    July 3          3.97     107
1959     April 5        11.23    570        1982    April 18        9.96     711
1960     April 10       12.60    903        1983    March 9         14.17    1,020
1961     March 27       6.77     135        1984    June 12         9.10     513
1962     June 12        14.12    1,620      1985    June 29         12.58    939
1963     April 11       11.28    825        1986    March 31        13.43    1,040
1964     June 22        12.40    900        1987    March 28        11.78    550
1965     April 12       15.29    2,590      1988    June 1          7.21     357
1966     April 3        16.00    1,820      1989    April 18        15.25    1,550
1967     April 23       13.41    1,320      1990    April 4         4.86     60.0
1968     July 20        12.87    1,120      1991    July 8        --         87.0
1969     April 11       15.92    2,530      1992    March 9         9.87     350
1970     May 31         14.82    2,200      1993    September 3     14.18    1,180
1971     April 9        11.74    773        1994    September 19    11.30    707

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

1975     July 3         16.59    4,260      1985    June 29         12.58    939
1950     April          15.25    2,790      1960    April 10        12.60    903
1965     April 12       15.29    2,590      1964    June 22         12.40    900
1969     April 11       15.92    2,530      1958    July 9          11.38    846
1970     May 31         14.82    2,200      1963    April 11        11.28    825
1979     April 20       15.29    2,140      1971    April 9         11.74    773
1974     April 23       14.65    2,070      1957    September 7     10.73    734
1966     April 3        16.00    1,820      1972    April 17        10.12    729
1962     June 12        14.12    1,620      1982    April 18        9.96     711
1989     April 18       15.25    1,550      1994    September 19    11.30    707
1956     July 11        13.18    1,390      1976    April 3         10.21    631
1967     April 23       13.41    1,320      1952    April 11        9.89     612
1978     April 10       14.45    1,320      1959    April 5         11.23    570
1951     April 9        11.75    1,220      1987    March 28        11.78    550
1993     September 3    14.18    1,180      1955    June 9          9.87     527
1968     July 20        12.87    1,120      1984    June 12         9.10     513
1986     March 31       13.43    1,040      1980    April 9         6.91     357
1983     March 9        14.17    1,020      1988    June 1          7.21     357
1945     March 30       10.80    939        1992    March 9         9.87     350
1961     March 27       6.77     135        1973    March 15        5.10     93.0
1954     June 18      --         128        1991    July 8        --         87.0
1953     March 31       6.65     112        1990    April 4         4.86     60.0
1981     July 3         3.97     107        1977    May 28          2.50     24.0
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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
__________________________________________________________________________________________________________________________________

1945    --       --       --       --       --       --       289.0    73.7     26.5     15.0     4.81     19.5     --
1951    11.0     7.79     5.11     3.21     2.75     4.16     336.9    72.0     7.18     1.53     3.03     27.5     39.9
1952    11.9     4.93     3.61     1.03     1.93     3.42     177.5    19.6     3.50     6.03     0.394    0        19.3
1953    0.035    0.503    0.052    0        0        15.7     33.2     22.0     16.9     3.45     0.245    0        7.68
1954    0        0        0        0        0        0        51.8     39.8     50.7     6.26     0.190    0        12.4

1955    0.052    0.143    0.094    0.026    0        0        70.7     23.9     137.4    8.82     0.371    0        19.9
1956    0.439    0.007    0.129    0.045    0        0        132.3    131.8    26.9     312.6    11.8     7.32     52.3
1957    1.79     33.4     5.50     1.94     1.56     39.8     68.6     42.0     64.7     87.6     3.77     163.4    42.7
1958    40.6     23.5     7.41     2.50     1.70     3.76     12.2     5.32     4.85     186.7    5.28     0.153    24.8
1959    0.271    0.550    0.645    0.200    0        1.61     209.0    29.9     15.7     9.97     4.36     2.43     22.7

1960    12.5     10.4     4.31     2.10     1.11     1.68     307.1    49.9     49.2     10.4     0.887    0.223    37.1
1961    0.316    0.423    0.574    0.326    0.193    23.0     27.3     10.8     0.773    0        0        1.47     5.45
1962    8.23     2.93     0.923    0.377    0.129    0        244.9    298.9    481.9    43.9     7.34     7.60     91.2
1963    2.63     4.19     3.48     0.406    0        18.7     188.6    41.7     30.6     6.88     4.67     0.143    25.0
1964    0.013    0.177    0.032    0        0        0        73.8     44.6     306.1    40.4     28.2     8.43     41.4

1965    27.0     12.9     3.94     2.56     1.17     1.37     577.3    158.8    102.1    92.2     5.02     7.96     82.4
1966    64.5     21.6     8.54     4.05     1.92     93.0     747.1    231.9    32.7     107.2    24.2     4.74     111.7
1967    5.05     1.93     0.913    0.652    0.529    15.6     472.5    236.2    21.0     4.91     0.158    0        63.1
1968    0.535    1.63     0.600    0        0.131    26.0     19.2     4.04     232.7    205.0    28.1     27.9     45.5
1969    23.3     13.0     5.41     0.900    1.65     2.97     552.6    63.2     47.1     11.5     1.18     0.217    59.7

1970    0.174    0.423    0.481    0.358    0.036    0        302.6    330.3    659.8    25.4     2.75     0.873    109.7
1971    2.07     4.52     2.27     1.55     1.44     6.17     162.0    27.8     12.1     3.39     0.261    0.090    18.5
1972    0.703    7.67     2.82     0.361    0.059    20.6     211.8    36.0     17.4     2.22     0.019    0.023    24.7
1973    0.005    0.173    0.003    0        0        34.8     6.42     3.30     0.366    0.001    0.023    0.078    3.82
1974    1.91     2.43     0.046    0.105    0.056    0        426.2    191.7    45.0     3.01     0.493    0.351    55.7

1975    0.349    0.610    0.653    0.795    0.380    1.24     224.5    125.8    46.0     687.7    11.0     1.54     92.7
1976    1.17     4.32     1.70     1.69     1.80     21.1     189.1    16.3     3.29     1.30     0.071    0        19.9
1977    0        0        0        0        0        0.745    10.3     4.38     3.25     0.222    0.319    0.074    1.60
1978    0.079    4.46     4.04     1.24     0.831    13.4     479.2    116.7    48.9     61.3     7.11     1.07     61.2
1979    0.395    1.57     1.24     0.871    0.615    1.42     611.2    126.8    47.7     12.3     1.61     0.667    66.7

1980    0.295    1.63     1.33     1.27     1.04     2.00     112.6    6.72     0.793    0.018    0.138    0.594    10.6
1981    0.302    0.075    0.051    0.014    0.506    5.51     5.38     2.12     8.40     21.3     0.044    0.774    3.74
1982    --       --       --       --       --       9.36     284.1    102.3    16.2     52.3     11.7     0.495    --
1983    94.1     24.0     15.8     4.65     3.32     217.1    155.7    56.7     61.3     19.7     0.999    0.313    54.8
1984    4.17     6.90     3.99     1.64     1.05     57.7     112.8    22.4     90.7     3.09     0.147    0.012    25.2

1985    0.256    0.479    0.341    0.140    0.142    68.7     83.2     41.9     253.5    74.5     29.5     35.9     49.0
1986    52.5     9.39     3.86     3.71     3.30     124.8    314.3    185.2    34.4     2.79     0.543    0.186    61.4
1987    0.478    0.829    0.600    0.600    0.600    118.2    117.1    19.6     9.06     1.57     0.340    0.023    22.5
1988    0.065    0.490    0.307    0.088    0.060    0.351    57.3     12.0     26.9     0.855    0.008    0.011    8.10
1989    0        0        0.019    0.010    0.014    0.022    231.1    28.4     28.1     2.95     0.086    0.002    24.0

1990    0        0.016    0        0        0        9.62     13.3     2.74     4.69     2.25     0.018    0        2.72
1991    0        0        0        0        0.014    0.084    0.197    4.63     3.65     40.6     3.38     0.353    4.48
1992    0.317    1.54     2.22     0.842    0.440    85.6     102.8    38.3     5.20     12.2     0.505    0.681    20.9
1993    1.23     0.465    1.25     0.754    0.691    9.01     120.4    16.1     51.6     97.9     264.5    272.4    69.8
1994    14.4     10.7     5.89     2.67     1.12     47.9     53.3     30.7     10.9     145.6    24.4     138.5    40.7
__________________________________________________________________________________________________________________________________
 


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