05047500 MUSTINKA DITCH ABOVE WEST BRANCH MUSTINKA RIVER NEAR CHARLESVILLE, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 45°53'25'', long 96°21'30", in SW1/4SW1/4 sec.17, T.128 N., R.45 W., Traverse County, Hydrologic Unit 09020102, near right bank on upstream side of highway bridge, 0.2 mi upstream from West Branch Mustinka River, 6 mi southwest of Charlesville, and 7.8 mi northeast of Wheaton.
DRAINAGE AREA.--Not determined.
PERIOD OF RECORD.--April 1943 to September 1955. Monthly discharge only for some periods, published in Water-Supply Paper 1308. Prior to October 1949, published as "above Twelve Mile Creek near Charlesville".
GAGE.--Staff gage. Datum of gage is 990.00 ft above sea level, adjustment of 1912. Prior to May 11, 1948, reference mark at same site referred to same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 1,550 ft3/s, Apr. 9, 1952; maximum gage height, 14.19 ft, Apr. 2, 1952; no flow for several months most years.

Annual mean discharge

Annual mean discharge for station 05047500
----------------------------------------------------------------------------------------------------------
                              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      7.77      1952          0.068     1953           2.55        2.66        1.04       1.21
November     5.48      1947          0.440     1953           2.23        1.79        0.80       1.06
December     2.24      1952          0.032     1951           0.580       0.73        1.26       0.28
January      0.813     1952          0         m              0.130       0.25        2.01       0.06
February     0.304     1953          0         m              0.050       0.10        2.03       0.02
March        78.0      1946          0         m              18.7        26.1        1.40       8.88
April        311       1952          12.6      1949           86.6        93.2        1.08       41.2
May          153       1950          1.64      1949           39.2        42.8        1.09       18.7
June         89.2      1944          3.19      1946           29.1        27.9        0.96       13.9
July         111       1949          2.47      1948           24.4        29.6        1.21       11.6
August       25.4      1943          0.342     1945           4.60        6.75        1.47       2.19
September    8.63      1943          0         1953           2.00        2.40        1.20       0.95
Annual       36.2      1952          5.40      1955           16.8        10.3        0.62       100
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Annual flow duration

Annual flow duration for station 05047500
----------------------------------------------------------------------------------------------------------------------
                              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       3.40    1.20    0.79    0.74    0       0       0       0       0       0
  90           0       0       0       6.20    2.50    1.60    1.60    0.10    0       0       0.18    0       0
  85           0       0       0       7.79    3.10    2.50    2.60    0.20    0       0.10    0.28    0       0
  80           0       0       0       10.3    4.69    3.90    3.44    0.49    0       0.19    0.49    0       0
  75           0       0       0       12.4    5.71    5.51    4.03    0.70    0.10    0.26    0.49    0       0
  70           0       0       0       14.7    7.16    6.66    4.52    0.99    0.19    0.59    0.66    0       0.17
  65           0       0       0       18.6    9.52    8.00    4.92    1.20    0.30    0.70    1.00    0       0.39
  60           0       0       0       27.4    12.5    8.73    5.54    1.40    0.47    0.97    1.20    0       0.67
  55           0       0       0       34.4    16.4    12.7    6.24    1.70    0.65    1.30    1.20    0       1.20
  50           0       0       0       40.7    23.1    15.2    8.09    2.00    0.88    1.60    1.40    0.10    1.50
  45           0       0       0       47.3    28.2    17.5    10.2    2.40    1.00    1.80    1.80    0.19    2.00
  40           0       0       0.26    56.0    34.0    20.4    12.5    2.40    1.20    1.80    1.80    0.38    2.60
  35           0       0       1.80    69.2    40.4    24.9    14.5    2.90    1.60    2.20    2.10    0.38    4.16
  30           0       0       2.90    100     47.4    30.0    20.5    3.40    2.20    2.60    2.40    0.64    5.32
  25           0       0       7.00    116     55.0    41.2    30.8    4.10    2.20    2.60    2.80    0.79    8.38
  20           0.19    0       15.3    137     64.3    52.5    38.1    4.90    2.60    3.50    3.20    1.20    13.0
  15           0.29    0       37.2    164     79.7    63.0    46.8    7.32    3.60    4.90    3.80    2.00    24.0
  10           0.40    0       73.2    216     102     79.4    59.7    12.7    4.90    7.28    5.00    2.00    46.0
  5            0.56    0.10    126     324     130     107     82.9    23.5    9.22    9.36    5.80    2.40    93.1
______________________________________________________________________________________________________________________
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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         45.2        38.6          30.9          21.4           16.1
  0.95         1.05         78.5        66.2          52.2          37.0           27.8
  0.90         1.11         105         87.9          68.9          49.4           37.0
  0.80         1.25         149         124           96.4          69.8           52.1
  0.50         2            290         235           183           133            98.6
  0.20         5            559         440           346           250            183
  0.10         10           784         607           481           345            251
  0.04         25           1,120       854           685           485            350
  0.02         50           1,420       1,060         859           602            432
  0.01         100          1,740       1,290         1,050         730            522
  0.005        200          2,100       1,540         1,270         869            619
  0.002        500          2,640       ng            ng            ng             ng
__________________________________________________________________________________________________
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                         Probability of annual low discharges
                             [ng, statistics not given]
____________________________________________________________________________________

                                     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     ng     ng     ng     ng     ng     ng     0     0        0.163
0.10       10     ng     ng     ng     ng     ng     ng     0     0.030    0.224
0.20       5      ng     ng     ng     ng     ng     ng     0     0.093    0.330
0.50       2      ng     ng     ng     ng     ng     ng     0     0.268    0.705
____________________________________________________________________________________
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                         Probability of seasonal low discharges
                               [ng, statistic not given]
_____________________________________________________________________________________

                                         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         ng      ng      ng      ng           ng   0       0       0
0.10           10         ng      ng      ng      ng           ng   0       0       0
0.20           5          ng      ng      ng      ng           ng   0       0       0
0.50           2          ng      ng      ng      ng           ng   0       0       3.84

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

0.05           20         0       0       0.015   0.370        0    0       0       0
0.10           10         0       0       0.040   0.522        0    0       0       0
0.20           5          0       0.086   0.123   0.809        0    0       0       0.040
0.50           2          0.392   0.644   0.820   1.99         0    0.089   0.245   0.759
_____________________________________________________________________________________
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               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     June 5      9.50     186        1950    May 9       --       440
1945     March 16    8.32     186        1951    April 7     --       534
1946     March 20    --       310        1952    April 9     14.19    1,550
1947     April 11    12.35    431        1953    June 27     --       77.0
1948     April 3     --       132        1954    June 8      8.84     280
1949     July 10     10.75    422        1955    July 13     2.17     162

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

1952     April 9     14.19    1,550      1954    June 8      8.84     280
1951     April 7     --       534        1944    June 5      9.50     186
1950     May 9       --       440        1945    March 16    8.32     186
1947     April 11    12.35    431        1955    July 13     2.17     162
1949     July 10     10.75    422        1948    April 3     --       132
1946     March 20    --       310        1953    June 27     --       77.0
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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
__________________________________________________________________________________________________________________________________

 1943    --       --       --       --       --       --       --       42.4     78.2    52.0     25.4     8.63      --
 1944    3.48     1.70     0.048    0        0        3.49     17.7     53.3     89.2    32.4     4.64     3.38      17.4
 1945    2.08     5.26     0.145    0        0        64.3     52.5     13.5     10.6    3.29     0.342    1.30      12.8
 1946    0.897    0.503    0.290    0        0        78.0     62.2     6.99     3.19    15.1     1.14     2.30      14.3
 1947    7.68     5.48     1.77     0.361    0.089    12.7     196.0    74.9     41.4    7.70     1.63     0.300     29.1

 1948    0.668    0.807    0.039    0        0        0.645    58.0     12.7     4.15    2.47     1.09     0.147     6.66
 1949    0.413    0.573    0.097    0        0        22.4     12.6     1.64     4.25    111.0    10.1     1.25      13.9
 1950    2.63     3.18     0.629    0        0        22.3     121.1    152.9    26.0    21.0     2.56     0.423     29.5
 1951    2.78     1.41     0.032    0        0.214    0        156.3    52.6     29.5    15.0     3.60     1.93      21.8
 1952    7.77     3.52     2.24     0.813    0        0        311.0    69.4     16.3    22.5     3.36     1.53      36.2

 1953    0.068    0.440    0.900    0.316    0.304    15.9     21.8     13.6     15.7    2.74     0.442    0         6.02
 1954    0.135    1.35     0.097    0        0        2.93     14.8     13.4     47.0    7.45     3.58     4.46      7.90
 1955    1.96     2.49     0.684    0.016    0        1.29     15.5     2.74     13.1    24.6     1.93     .290      5.40
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