05077500 CLEARWATER RIVER NEAR LEONARD, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°44'00'', long 95°13'00", in E1/2SW1/4 sec.12, T.149 N., R.36 W., Clearwater
County, Hydrologic Unit 09020305, 300 ft downstream from dam at outlet of Clearwater Lake and
8 mi northeast of Leonard.

DRAINAGE AREA.--153 mi2.
PERIOD OF RECORD.--July 1934 to September 1947.
GAGE.--Staff gage. Datum of gage is 1,261.80 ft above mean sea level, adjustment of 1912 (levels by
U.S. Army Corps of Engineers). Prior to Sept. 10, 1934, at site 400 ft downstream at different datum.

EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 655 ft3/s, Apr. 21, 1947, gage height,
3.19 ft; minimum daily discharge, 2 ft3/s, Mar. 25 to Apr. 3, 1940, estimated leakage through stop logs.

Annual mean discharge

Annual mean discharge for 0577500 Clearwater River near Leonard, Minnesota

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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      87.4      1947            20.3      1941          48.2       27.3        0.57       6.57
November     82.7      1945            25.5      1935          44.8       18.1        0.40       6.11
December     63.6      1945            24.4      1935          37.6       11.4        0.30       5.13
January      47.9      1946            19.9      1940          33.1       7.66        0.23       4.51
February     48.9      1945            16.9      1937          30.7       8.71        0.28       4.19
March        178       1945            12.4      1937          55.1       50.7        0.92       7.52
April        363       1947            57.1      1938          142        81.7        0.58       19.4
May          236       1947            53.5      1935          119        54.4        0.46       16.2
June         219       1943            25.7      1936          85.9       54.5        0.63       11.7
July         81.5      1944            15.1      1936          43.4       19.2        0.44       5.91
August       114       1944            6.09      1936          41.5       28.9        0.70       5.66
September    118       1944            9.53      1934          52.3       34.5        0.66       7.13
Annual       102       1947            36.9      1936          61.8       22.5        0.36       100
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Annual flow duration

Annual flow duration for 0577500 Clearwater River near Leonard, Minnesota

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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           19.0    15.1    12.7    39.9    44.4    25.8    14.6    5.20    8.30    17.2    24.3    25.2    17.4
  90           26.3    18.5    16.4    50.3    54.2    31.7    19.6    8.64    16.2    18.7    27.2    25.8    22.4
  85           27.3    22.0    23.8    59.5    62.4    35.7    24.3    13.2    17.4    20.0    29.3    26.8    25.3
  80           27.9    25.7    25.3    67.6    66.3    39.3    26.0    17.3    18.5    22.1    30.6    28.6    27.7
  75           29.1    27.5    26.7    73.9    70.8    43.1    27.2    19.8    20.3    25.3    31.8    30.2    29.5
  70           29.7    28.3    28.2    80.2    79.9    46.3    28.7    23.3    23.5    26.2    32.6    30.9    31.4
  65           30.3    28.7    29.8    86.5    84.9    50.7    30.9    25.2    27.2    27.9    33.2    31.4    33.4
  60           31.1    29.3    31.5    92.7    90.1    55.8    33.0    27.6    36.4    32.4    33.9    32.0    35.9
  55           31.5    30.0    33.2    100     96.1    59.7    34.8    31.2    40.5    34.6    35.8    32.9    38.5
  50           31.8    30.8    35.0    108     102     65.4    37.6    36.5    43.9    38.6    40.1    34.0    41.9
  45           32.4    31.4    36.8    119     108     74.9    42.5    38.8    46.6    45.7    43.5    37.1    45.6
  40           33.1    31.9    38.4    129     115     82.1    44.8    41.2    49.3    51.4    45.9    39.4    50.3
  35           33.8    33.3    40.1    143     122     87.7    47.5    44.4    54.7    58.3    49.6    41.3    55.2
  30           35.6    35.1    41.7    159     132     97.8    50.8    49.2    64.8    63.0    54.2    42.7    63.0
  25           38.0    36.6    43.9    188     142     114     55.8    55.4    71.9    71.5    57.2    43.8    72.6
  20           39.6    37.7    48.4    203     153     125     62.0    60.5    84.7    78.3    60.4    45.7    84.3
  15           43.6    39.2    59.5    218     169     136     68.4    64.5    98.3    84.8    66.0    48.5    99.6
  10           47.9    43.6    86.0    264     206     162     80.3    74.7    115     91.6    73.0    54.3    123
  5            48.7    31.5    235     378     272     226     93.6    120     125     102     83.7    61.8    174
_____________________________________________________________________________________________________________________
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                      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         67.7        65.1          63.8          58.3           63.3
  0.95         1.05         104         99.9          95.8          85.1           81.5
  0.90         1.11         130         124           118           104            94.2
  0.80         1.25         168         161           152           132            113
  0.50         2            266         256           240           205            165
  0.20         5            408         395           371           317            251
  0.10         10           503         490           462           396            318
  0.04         25           622         610           581           500            413
  0.02         50           709         699           670           580            493
  0.01         100          795         788           761           662            580
  0.005        200          880         877           852           747            676
  0.002        500          992         ng            ng            ng             ng
__________________________________________________________________________________________________
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                    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       1.66   1.86  4.12  5.98   7.59   11.3   14.8    16.6    19.0
0.10       10       3.03   3.32  6.37  8.83   10.9   14.4   17.4    19.0    21.7
0.20       5        5.80   6.20  10.2  13.3   15.8   18.8   21.0    22.5    25.7
0.50       2        16.2   16.7  20.8  24.1   26.9   28.5   29.2    30.8    35.7
____________________________________________________________________________________

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                   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           10.0   12.1  13.8  17.4          3.76  4.25  9.97   14.3
0.10           10           13.0   14.8  16.4  19.8          6.85  7.90  13.4   17.4
0.20           5            17.1   18.6  19.8  22.8          12.5  14.4  18.4   22.3
0.50           2            26.2   26.7  27.4  29.5          27.6  30.4  133.5  37.2

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

0.05           20           4.96   5.70  6.29  8.07          6.90  8.65  9.04   10.5
0.10           10           7.67   8.56  9.47  11.8          9.40  11.5  12.0   13.6
0.20           5            12.2   13.2  14.6  17.6          13.4  15.9  16.6   18.4
0.50           2            24.7   25.9  28.2  32.6          25.3  28.1  29.4   31.8
______________________________________________________________________________________
1Graphical interpretation.

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               Annual peak discharge and corresponding gage height
_____________________________________________________________________________________

                     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

1935   May 15         1.49     100           1942    April 1       2.04     198
1936   April 19       2.06     275           1943    April 8       2.57     382
1937   September 3    1.96     236           1944    June 9        1.84     174
1938   May 11         2.43     347           1945    March 27      2.70     435
1939   April 5        1.56     115           1946    March 25      2.77     399
1940   April 16       2.22     266           1947    April 21      3.19     655
1941   April 15       2.06     237

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

1947   April 21       3.19     655           1941    April 15      2.06     237
1945   March 27       2.70     435           1937    September 3   1.96     236
1946   March 25       2.77     399           1942    April 1       2.04     198
1943   April 8        2.57     382           1944    June 9        1.84     174
1938   May 11         2.43     347           1939    April 5       1.56     115
1936   April 19       2.06     275           1935    May 15        1.49     100
1940   April 16       2.22     266
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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
____________________________________________________________________________________________________________________

1934    --      --      --      --      --      --       --       --       --       23.1    8.46     9.53     --
1935    29.6    25.5    24.4    30.9    22.6    32.4     75.9     69.5     48.6     37.0    36.9     33.2     38.9
1936    24.4    32.6    31.1    31.9    27.5    29.9     116.1    80.4     25.7     15.1    6.09     22.5     36.9
1937    26.5    29.9    25.8    27.5    16.9    12.4     95.3     98.5     55.0     59.7    77.0     82.9     50.7
1938    33.3    33.1    27.8    29.6    30.1    53.6     57.1     204.5    60.0     31.9    26.7     17.5     50.7

1939    22.3    32.9    34.1    31.9    31.1    34.7     93.2     53.5     47.0     30.0    19.9     17.6     37.3
1940    25.8    26.1    29.7    19.9    19.9    22.0     128.9    117.9    42.6     26.0    19.4     20.3     41.5
1941    20.3    37.0    32.1    31.8    28.5    28.4     145.6    58.3     107.7    31.8    29.1     92.4     53.3
1942    81.8    51.3    43.0    29.7    29.7    64.4     107.3    110.8    50.9     36.0    46.0     86.7     61.6
1943    58.3    51.3    38.9    34.4    36.5    38.4     216.1    163.3    219.4    53.2    45.2     47.6     83.4

1944    47.5    47.5    41.7    29.0    29.9    29.1     84.4     124.1    132.6    81.5    114.4    118.3    73.3
1945    81.9    82.7    63.6    47.0    48.9    178.2    206.6    124.7    94.8     58.5    62.6     81.3     94.4
1946    87.0    63.3    53.8    47.9    41.9    151.3    157.3    103.9    84.6     63.3    37.9     48.5     78.6
1947    87.4    69.6    43.0    38.9    36.1    42.0     362.6    235.5    147.4    60.3    51.7     53.7     102.3
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