05078000 CLEARWATER RIVER AT PLUMMER, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°55'24'', long 96°02'46", in SE1/4SW1/4 sec.4, T.151 N., R.42 W., Red Lake County, Hydrologic Unit 09020305, on right bank 200 ft downstream from Soo Line Railroad bridge, 300 ft downstream from bridge on U.S. Highway 59, 0.9 mi northwest of railroad depot in Plummer, and 8 mi upstream from Hill River.
DRAINAGE AREA.--512 mi2.
PERIOD OF RECORD.--April 1939 to September 1979, March 1982 to current year. Annual maximums only, October 1979 to February 1982.
GAGE.--Water-stage recorder. Datum of gage is 1,098.57 ft above sea level (levels by U.S. Army Corps of Engineers). Prior to Nov. 10, 1939, nonrecording gage at site 100 ft upstream at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 3,940 ft3/s, Apr. 25, 1979, gage height, 12.31 ft; maximum gage height, 12.37 ft, Apr. 18, 1979, backwater from ice; minimum daily discharge, 2.6 ft3/s, May 16, 1977, gage height, 1.71.

Annual mean discharge

Annual mean discharge for 05078000 Clearwater River at Plummer, Minnesota

----------------------------------------------------------------------------------------------------------
                              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      483       1972           21.5      1941           113        95.8        0.85       5.59
November     503       1972           23.8      1991           91.0       71.2        0.78       4.49
December     140       1978           24.4      1990           63.3       25.6        0.40       3.12
January      90.1      1952           18.4      1940           50.7       17.2        0.34       2.50
February     98.4      1974           19.0      1940           47.0       16.9        0.36       2.32
March        351       1945           22.8      1940           109        89.6        0.82       5.39
April        1,390     1966           26.8      1977           516        347         0.67       25.5
May          1,970     1950           7.52      1977           347        321         0.93       17.1
June         1,140     1962           30.1      1991           254        228         0.90       12.5
July         844       1975           16.0      1940           206        182         0.88       10.2
August       507       1985           13.3      1940           123        107         0.87       6.05
September    666       1973           14.1      1940           106        101         0.95       5.25
Annual       354       1950           57.0      1990           170        70.7        0.42       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05078000 Clearwater River at Plummer, 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           25.0    25.7    26.8    33.3     34.4     33.4    28.7    22.1    20.7    26.5    30.5    29.3    26.1
  90           29.1    28.5    30.7    53.4     57.6     44.7    42.2    29.3    28.5    34.2    37.9    35.2    32.6
  85           32.2    30.3    33.4    73.7     77.8     56.5    51.7    35.8    33.8    40.4    42.7    38.2    37.8
  80           35.1    32.1    35.6    91.9     97.2     70.9    59.8    40.9    38.9    43.6    46.0    40.2    42.3
  75           37.5    33.6    38.7    123      115      85.6    67.8    44.9    44.1    46.8    49.5    44.0    46.7
  70           39.9    35.3    42.8    159      134      98.7    76.3    49.0    50.0    49.7    53.4    46.5    51.0
  65           42.4    38.1    45.6    198      155      110     85.6    53.5    55.3    53.2    57.4    50.5    55.3
  60           44.7    40.2    48.4    231      174      122     95.5    58.8    61.4    58.5    61.4    53.5    61.7
  55           46.6    43.2    51.4    278      194      134     106     65.0    67.7    66.1    66.0    56.2    68.5
  50           49.0    45.5    54.7    334      220      148     119     73.3    74.3    72.2    71.2    58.6    76.4
  45           52.3    47.4    58.0    393      249      167     136     84.1    81.6    77.6    78.0    60.9    84.7
  40           54.6    49.1    63.2    453      284      189     158     98.5    88.9    92.7    85.0    66.4    96.6
  35           56.5    50.9    69.7    531      330      216     181     112     96.1    109     92.0    70.6    111
  30           59.1    53.8    80.1    626      380      257     208     128     104     127     99.7    74.6    134
  25           62.3    57.5    92.9    727      435      309     245     144     115     147     108     78.6    165
  20           66.8    62.9    104     828      512      369     293     166     136     167     120     83.7    206
  15           72.1    69.0    155     987      618      446     347     204     176     190     135     89.1    280
  10           76.5    73.0    277     1,240    773      541     435     273     233     239     166     96.8    399
  5            83.6    78.9    464     1,710    1,050    787     634     399     313     315     200     108     644
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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         311         313           286           227            169
  0.95         1.05         484         461           410           328            251
  0.90         1.11         611         567           498           400            309
  0.80         1.25         806         731           634           510            397
  0.50         2            1,360       1,200         1,020         817            637
  0.20         5            2,250       1,980         1,660         1,320          1,010
  0.10         10           2,920       2,580         2,160         1,700          1,290
  0.04         25           3,840       3,440         2,880         2,240          1,660
  0.02         50           4,570       4,140         3,470         2,670          1,950
  0.01         100          5,340       4,900         4,120         3,140          2,250
  0.005        200          6,140       5,720         4,820         3,640          2,570
  0.002        500          7,280       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       7.08   8.03   9.19   11.0   13.7   19.5   23.1   26.0   29.8
0.10       10       10.0   11.4   13.2   15.3   18.3   23.4   27.3   30.6   35.4
0.20       5        14.6   16.6   19.2   21.4   24.8   28.7   32.9   36.8   43.5
0.50       2        26.3   29.0   32.7   34.9   38.6   40.7   45.3   50.7   63.7
____________________________________________________________________________________
Probability of occurrence of seasonal low discharges
-------------------------------------------------------------------------------------
                   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           16.1   19.8   21.3   23.1        8.46   11.1   13.5   17.9
0.10           10           19.8   23.1   24.6   26.6        12.7   16.6   19.2   24.4
0.20           5            24.9   27.7   29.2   31.5        19.6   25.1   27.7   35.1
0.50           2            37.3   38.7   40.1   42.7        37.1   44.9   47.8   67.7

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

0.05           20           10.9   14.5   17.6   22.0        12.3   15.8   17.6   20.9
0.10           10           14.9   18.8   22.1   27.6        15.8   19.8   22.2   26.4
0.20           5            21.3   25.5   29.0   36.8        21.2   26.0   29.2   34.8
0.50           2            39.3   44.6   49.5   64.7        36.8   43.0   48.0   57.3
_____________________________________________________________________________________
-------------------------------------------------------------------------------------
               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

1939     April 27     --         380        1967    April 3         10.19    2,470
1940     April 16       6.98     840        1968    June 18         11.00    3,000
1941     June 8         6.57     756        1969    April 11        11.89    3,630
1942     April 3        6.12     722        1970    April 26        9.48     2,080
1943     April 21       6.43     800        1971    April 10        8.32     1,520
1944     August 10      8.12     1,160      1972    April 16        10.33    2,550
1945     March 28       6.76     952        1973    September 6     7.98     1,270
1946     March 23       8.09     1,030      1974    April 22        10.31    2,540
1947     June 11        8.34     1,420      1975    July 4          11.19    2,960
1948     April 25       6.80     929        1976    April 1         8.86     1,250
1949     June 1         9.08     1,870      1977    September 27    4.85     429
1950     May 6          11.33    3,630      1978    April 13        11.40    3,270
1951     May 3          7.22     1,110      1979    April 25        12.31    3,940
1952     April 15       8.10     1,440      1980    April 8         6.57     898
1953     July 5         6.23     834        1981    June 29         7.37     1,150
1954     April 13       8.52     1,640      1982    April 16        8.71     1,700
1955     April 6        9.64     1,800      1983    March 7         10.17    1,200
1956     April 21       9.58     2,240      1984    June 9          9.07     1,880
1957     June 27        11.84    3,570      1985    August 19       8.59     1,650
1958     July 6         6.08     822        1986    May 1           8.03     1,430
1959     April 6        6.37     702        1987    July 27         7.62     1,290
1960     April 7        8.18     710        1988    April 7         8.22     900
1961     April 25       4.88     461        1989    April 15        9.34     1,200
1962     June 9         11.90    3,640      1990    June 22         4.67     393
1963     April 4        7.54     966        1991    July 7          5.39     565
1964     April 17       8.57     1,640      1992    August 26       6.60     776
1965     April 12       11.88    3,620      1993    July 28         7.20     954
1966     April 3        10.73    2,000      1994    July 9          9.22     1,440

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

1979     April 25       12.31    3,940      1966    April 3         10.73    2,000
1962     June 9         11.90    3,640      1984    June 9          9.07     1,880
1950     May 6          11.33    3,630      1949    June 1          9.08     1,870
1969     April 11       11.89    3,630      1955    April 6         9.64     1,800
1965     April 12       11.88    3,620      1982    April 16        8.71     1,700
1957     June 27        11.84    3,570      1985    August 19       8.59     1,650
1978     April 13       11.40    3,270      1954    April 13        8.52     1,640
1968     June 18        11.00    3,000      1964    April 17        8.57     1,640
1975     July 4         11.19    2,960      1971    April 10        8.32     1,520
1972     April 16       10.33    2,550      1952    April 15        8.10     1,440
1974     April 22       10.31    2,540      1994    July 9          9.22     1,440
1967     April 3        10.19    2,470      1986    May 1           8.03     1,430
1956     April 21       9.58     2,240      1947    June 11         8.34     1,420
1970     April 26       9.48     2,080      1987    July 27         7.62     1,290
1973     September 6    7.98     1,270      1940    April 16        6.98     840
1976     April 1        8.86     1,250      1953    July 5          6.23     834
1983     March 7        10.17    1,200      1958    July 6          6.08     822
1989     April 15       9.34     1,200      1943    April 21        6.43     800
1944     August 10      8.12     1,160      1992    August 26       6.60     776
1981     June 29        7.37     1,150      1941    June 8          6.57     756
1951     May 3          7.22     1,110      1942    April 3         6.12     722
1946     March 23       8.09     1,030      1960    April 7         8.18     710
1963     April 4        7.54     966        1959    April 6         6.37     702
1993     July 28        7.20     954        1991    July 7          5.39     565
1945     March 28       6.76     952        1961    April 25        4.88     461
1948     April 25       6.80     929        1977    September 27    4.85     429
1988     April 7        8.22     900        1990    June 22         4.67     393
1980     April 8        6.57     898        1939    April 27      --         380
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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
__________________________________________________________________________________________________________________________________

1939    --       --       --       --      --      --       --       108.7    46.6     30.7     18.5     38.2     --
1940    44.3     47.3     27.6     18.4    19.0    22.8     320.3    333.0    71.6     16.0     13.3     14.1     78.9
1941    21.5     37.3     28.5     28.2    30.3    30.2     388.6    178.5    378.7    161.7    67.6     141.9    123.9
1942    301.3    154.6    50.1     29.7    28.6    128.7    419.6    367.2    60.9     29.5     44.5     255.7    156.2
1943    245.1    85.8     52.9     36.6    26.1    32.3     652.1    512.1    530.1    234.4    115.6    95.8     218.5

1944    72.8     75.3     42.2     28.3    29.8    33.9     150.6    245.0    273.3    218.0    381.6    252.4    150.5
1945    223.0    205.9    136.8    46.9    48.2    350.7    832.7    462.4    133.4    88.3     65.0     121.5    226.6
1946    183.9    100.4    69.0     55.2    41.7    318.0    633.2    226.5    129.2    130.8    44.0     51.8     165.6
1947    150.4    108.3    49.9     44.3    43.6    74.0     630.3    835.3    778.4    269.4    83.6     105.5    264.7
1948    127.0    84.3     69.0     50.9    33.9    38.9     637.8    451.8    55.0     77.4     48.7     34.7     142.4

1949    29.2     42.9     38.8     32.6    28.1    33.5     240.2    209.5    615.3    269.6    412.8    245.0    183.3
1950    122.6    118.7    74.7     59.0    50.2    53.9     525.4    1,974    568.3    433.8    145.2    95.1     354.5
1951    159.5    126.6    80.0     76.0    68.0    72.1     607.4    715.2    157.5    56.2     59.4     181.9    196.9
1952    152.1    106.7    100.9    90.1    76.9    121.8    724.0    273.5    113.3    413.7    104.2    55.5     194.4
1953    45.2     59.3     54.9     47.5    48.0    156.5    312.6    332.3    344.4    344.4    103.4    60.6     159.6

1954    54.8     66.6     80.0     69.6    78.4    103.0    639.3    288.5    186.0    65.2     54.8     60.1     145.1
1955    63.5     62.3     54.5     44.0    37.4    44.1     578.5    158.6    182.3    71.4     30.9     23.6     112.1
1956    47.9     44.8     46.3     47.1    45.4    46.2     533.3    328.5    129.7    55.2     60.1     98.4     123.1
1957    43.7     90.2     39.9     37.2    40.5    111.7    704.2    213.4    916.6    356.2    48.0     138.8    227.3
1958    114.8    135.9    60.2     45.6    42.4    69.7     81.5     74.7     168.9    259.2    37.3     33.3     93.9

1959    49.9     49.8     38.5     35.5    31.0    63.1     223.7    200.9    215.8    97.4     46.3     39.1     91.0
1960    49.0     40.1     41.1     39.2    33.8    37.4     317.1    122.2    174.6    75.5     36.9     54.5     84.7
1961    38.5     52.7     46.6     31.9    26.3    83.7     210.1    218.7    47.1     41.1     29.1     76.5     75.4
1962    65.7     54.6     37.5     30.5    28.9    33.2     502.7    1,151    1,140    671.0    133.2    126.8    332.3
1963    69.7     85.5     70.6     31.2    25.5    133.3    363.2    217.2    382.1    103.7    59.1     45.4     132.1

1964    44.3     45.5     38.6     30.8    31.9    35.1     489.8    314.5    297.3    97.9     37.8     85.6     128.5
1965    106.0    67.0     51.9     42.2    39.8    43.7     1,152    510.0    629.6    109.5    47.0     100.4    240.5
1966    234.7    91.3     74.5     65.6    56.1    272.2    1,391    514.1    127.4    64.0     220.6    113.2    268.7
1967    83.0     80.2     61.8     62.0    58.9    110.7    1,050    558.5    332.7    122.6    37.6     29.9     215.2
1968    48.1     50.6     58.0     44.3    45.3    233.5    243.7    149.7    270.7    613.1    247.4    101.2    176.3

1969    104.3    83.4     69.5     56.0    56.2    80.6     1,086    411.6    275.3    117.2    100.6    75.4     209.1
1970    196.0    139.9    85.6     85.3    68.0    46.7     759.5    638.2    324.4    92.0     44.1     42.2     210.2
1971    80.2     154.4    103.5    76.8    43.0    57.9     463.1    176.4    138.3    89.6     78.0     81.9     128.4
1972    483.1    503.4    101.9    68.3    74.6    212.5    933.4    427.5    140.8    119.1    195.7    85.8     278.5
1973    96.5     103.6    79.5     49.0    43.9    332.5    74.1     54.5     38.5     34.2     187.5    666.4    146.7

1974    407.1    143.4    98.6     78.3    98.4    99.5     1,027    695.5    254.3    57.6     267.6    75.5     275.6
1975    78.8     110.5    86.4     76.7    66.2    70.7     1,094    585.7    218.9    843.7    158.1    98.6     291.5
1976    97.9     121.5    88.8     74.2    71.5    131.8    378.7    31.6     57.6     86.5     100.5    14.4     104.3
1977    25.4     39.7     36.4     34.2    34.0    33.4     26.8     7.52     51.8     164.4    67.9     197.4    59.9
1978    192.6    156.9    139.9    75.6    54.1    58.2     1,169    106.8    95.4     167.1    100.6    100.6    200.7

1979    56.9     46.8     44.0     48.8    68.3    41.6     1,110    392.8    179.6    268.4    229.7    70.8     212.8
1980    50.5     --       --       --      --      --       --       --       --       --       --       --       --
1982    --       --       --       --      --      127.7    783.1    546.5    156.4    293.1    115.5    45.6     --
1983    228.1    66.3     58.6     55.8    46.1    347.5    297.5    156.1    347.1    265.8    223.0    127.1    185.8
1984    142.5    75.6     68.5     55.3    64.2    170.7    155.9    107.5    464.9    110.2    71.9     26.3     125.8

1985    191.9    156.2    85.2     57.8    44.9    199.1    213.7    498.5    278.0    341.2    506.8    180.6    231.2
1986    201.4    94.8     88.5     66.2    70.4    273.0    599.6    514.6    132.8    182.7    93.6     75.8     200.2
1987    55.7     63.3     69.4     55.0    50.0    127.3    56.7     249.0    115.1    337.4    204.8    92.0     124.0
1988    59.5     51.4     51.8     48.1    47.5    98.7     292.9    66.5     42.0     75.9     74.4     51.8     79.9
1989    48.5     37.9     44.9     68.6    48.8    48.5     513.6    147.8    131.8    99.3     62.8     63.1     109.3

1990    39.0     30.6     24.4     33.4    35.0    40.8     43.6     72.1     172.3    95.7     70.2     26.0     57.0
1991    23.5     23.8     31.8     29.7    29.4    35.7     30.5     31.7     30.1     347.2    95.4     95.8     67.6
1992    37.1     43.9     44.2     35.1    33.4    64.1     155.1    129.3    73.8     301.0    227.5    296.3    120.3
1993    57.6     59.9     57.6     55.5    51.5    108.5    330.1    139.8    203.9    406.3    352.5    124.3    163.0
1994    55.7     51.8     57.6     54.0    53.4    88.6     209.5    293.9    341.4    646.6    159.7    154.6    181.5
__________________________________________________________________________________________________________________________________
 


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