05051000 RABBIT CREEK AT CAMPBELL, MN

List Of Figures:

Annual mean discharge
Annual flow duration

LOCATION.--Lat 46°05'40'', long 96°24'40", in SE1/4SE1/ sec.2, T.130 N., R.46 W., Wilken County, Hydrologic Unit 09020101, near center of span on upstream side of highway bridge in Campbell, 1 mi downstream from South Fork and 10 mi upstream from mouth.
DRAINAGE AREA.--266 mi2.
PERIOD OF RECORD.--June 1942 to November 1951.
GAGE.--Wire-weight gage. Datum of gage is 970 ft (from topographic map). Prior to Mar. 29, 1943, staff gage and Apr. 8, 1943, to Aug. 10, 1948, chain gage, at same site and datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 1,940 ft3/s, Apr. 7, 1951 (gage height, 12.10 ft); maximum gage height, 15.07 ft, Apr. 2, 1943, from floodmark (backwater from ice); no flow during large part of each year.
EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum discharge 7,000 ft3/s, April 1952 (gage height, 16.4 ft, backwater from ice).

Annual mean discharge

Annual mean streamflow for 05051000 Rabbit Creek at Campbell, Minnesota 
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                              Statistics of monthly and annual mean discharges
                         [m, more than 1 year of occurrence; ng, statistic not given]
__________________________________________________________________________________________________________

                  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      1.56      1944          0         m               0.590      0.61       1.03       0.14
November     2.20      1944          0         m               0.530      0.68       1.29       0.12
December     0.226     1944          0         m               0.040      0.08       1.87       0.01
January      0         m             0         m               0          0          ng           0
February     0         m             0         m               0          0          ng           0
March        188       1946          4.55      1951            60.2       70.1       1.16       13.9
April        488       1951          14.3      1945            202        196        0.97       46.9
May          279       1951          0.190     1946            55.2       101        1.83       12.8
June         324       1944          0         1946            56.8       107        1.89       13.1
July         335       1949          0.168     1945            51.5       108        2.10       11.9
August       24.1      1943          0         m               4.11       8.33       2.03       0.95
September    4.67      1943          0         m               0.670      1.51       2.27       0.15
Annual       55.7      1943          16.5      1945            36.0       14.5       0.40       100
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Annual flow duration

Annual flow duration for 05051000 Rabbit Creek at Campbell, Minnesota 
----------------------------------------------------------------------------------------------------------------------
                              Monthly and annual flow duration, in cubic feet per second
                                           [ng, statistic not given]
______________________________________________________________________________________________________________________

 Percentage
  of days
 discharge   Jan.   Feb.   March  April   May    June   July   Aug.   Sept.  Oct.   Nov.   Dec.   Annual
 equaled or
  exceeded
______________________________________________________________________________________________________________________

  95         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  90         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  85         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  80         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  75         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  70         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  65         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  60         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  55         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0
  50         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0.10
  45         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0.18
  40         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0.44
  35         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      0.80
  30         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      1.90
  25         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      4.49
  20         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      8.04
  15         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      20.4
  10         ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      53.1
  5          ng     ng     ng     ng      ng     ng     ng     ng     ng     ng     ng     ng      177
______________________________________________________________________________________________________________________

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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         258         281           312           229            119
  0.95         1.05         421         433           420           301            166
  0.90         1.11         548         536           490           347            197
  0.80         1.25         754         684           591           411            238
  0.50         2            1,400       1,040         839           561            333
  0.20         5            2,610       1,500         1,180         755            448
  0.10         10           3,630       1,770         1,410         877            516
  0.04         25           5,160       2,090         1,700         1,020          592
  0.02         50           6,490       2,300         1,910         1,130          643
  0.01         100          7,980       2,500         2,120         1,230          691
  0.005        200          9,660       2,690         2,340         1,330          735
  0.002        500          12,200      ng            ng            ng             ng
__________________________________________________________________________________________________

------------------------------------------------------------------------------------
                          Probability of annual low discharges
                              [ng, statistic 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     ng     0     0
0.10       10       ng     ng     ng     ng     ng     ng     ng     0     0
0.20       5        ng     ng     ng     ng     ng     ng     ng     0     0
0.50       2        ng     ng     ng     ng     ng     ng     ng     0     0.061
____________________________________________________________________________________

-------------------------------------------------------------------------------------
                        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     ng     0      0.199
0.10           10          ng    ng     ng    ng           ng     ng     0      0.444
0.20           5           ng    ng     ng    ng           ng     ng     0      1.06
0.50           2           ng    ng     ng    ng           ng     ng     0      4.09

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

0.05           20          0     0      0     0            ng     ng     ng     0
0.10           10          0     0      0     0            ng     ng     ng     0
0.20           5           0     0      0     0            ng     ng     ng     0
0.50           2           0     0      0     0.233        ng     ng     ng     0
_____________________________________________________________________________________

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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

1943     April 3     --       1,850      1948    April 3     10.82    734
1944     June 4      11.88    1,860      1949    July 9      9.53     1,300
1945     March 15    --       495        1950    May 9       --       1,430
1946     March 21    --       674        1951    April 7     12.10    1,940
1947     April 11    10.05    1,410      1952    April1       16.40    7,000

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

1952     April1      16.40    7,000      1947    April 11    10.05    1,410
1951     April 7     12.10    1,940      1949    July 9      9.53     1,300
1944     June 4      11.88    1,860      1948    April 3     10.82    734
1943     April 3     --       1,850      1946    March 21    --       674
1950     May 9       --       1,430      1945    March 15    --       495
_____________________________________________________________________________________
1Day of month unknown. 
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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    1.07     0.893    0        0     0     45.7     417.9    14.2     122.2    42.7     24.1     4.67     55.7
 1944    1.56     2.20     0.226    0     0     10.2     37.1     175.7    323.6    16.3     0.439    0.160    47.1
 1945    0        0        0.032    0     0     174.5    14.3     0.894    5.20     0.168    0        0        16.5
 1946    0        0.020    0        0     0     188.5    27.9     0.190    0        9.20     0.026    0        19.1
 1947    0.968    0.643    0        0     0     33.5     436.2    10.5     20.5     0.690    0        0.190    41.5

 1948    0        0        0        0     0     20.0     196.1    2.63     0.150    0.219    0.135    0        18.0
 1949    0        0        0        0     0     39.3     24.8     3.83     16.3     335.0    11.2     0.487    36.5
 1950    0.494    0.633    0.090    0     0     25.6     180.9    279.2    2.89     56.3     0.552    0.113    45.9
 1951    0.477    0.183    0.016    0     0     4.55     487.5    9.73     20.0     2.88     0.503    0.380    43.3
 1952    1.37     0.737    --       --    --    --       --       --       --       --       --       --       --
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