05069000 SAND HILL RIVER AT CLIMAX, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 47°36'43'', long 96°48'52'', in NE1/4NE1/4 sec.30, T.148 N., R.48 W., Polk County,
Hydrologic Unit 09020301, on left bank 25 ft upstream from bridge on U.S. Highway 75 in Climax
and 3.7 mi upstream from mouth.

DRAINAGE AREA.--426 mi2.
PERIOD OF RECORD.--March 1943 to September 1984, June 1985 to current year. Winter records
incomplete prior to 1947. Monthly discharge only for some periods, published in WSP 1308 and
1728. October 1984 to May 1985, operated as a high-flow partial-record station.

GAGE.--Water-stage recorder. Datum of gage is 820.10 ft above mean sea level (levels by U.S. Army
Corps of Engineers). Prior to Oct. 1, 1966, nonrecording gage at site 3.2 mi upstream at datum
12.78 ft higher. Oct. 1, 1966, to Sept. 5, 1989, nonrecording gage at present site and datum.

EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 4,560 ft3/s, Apr. 14, 1965, gage height,
17.81 ft; maximum gage height, 32.79 ft, Apr. 23, 1979, from floodmark, backwater from Red River of
the North; minimum daily discharge, 1.0 ft3/s, Jan. 17-18, 1962.

Annual mean discharge

Annual mean discharge for 05069000 Sand Hill River at Climax, Minnesota

----------------------------------------------------------------------------------------------------------
                              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      224       1972            9.43      1977            31.7        34.9        1.10       3.67
November     209       1972            8.64      1956            27.1        28.4        1.05       3.14
December     48.7      1972            5.11      1964            16.9        9.18        0.54       1.96
January      30.1      1986            2.02      1962            12.4        5.96        0.48       1.44
February     46.8      1984            3.55      1962            12.2        6.80        0.56       1.42
March        385       1966            5.81      1948            74.2        91.8        1.24       8.60
April        946       1978            25.3      1981            343         285         0.83       39.7
May          1,160     1950            23.7      1958            117         163         1.39       13.6
June         596       1984            11.5      1980            95.6        105         1.10       11.1
July         376       1994            8.95      1980            67.5        75.8        1.12       7.82
August       426       1993            6.30      1961            38.2        67.3        1.76       4.42
September    124       1994            6.49      1955            27.1        25.2        0.93       3.14
Annual       204       1950            18.4      1977            71.3        43.1        0.60       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05069000 Sand Hill River at Climax, 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           4.40    4.90    6.32    24.0     24.3    15.4    10.0    6.62    6.50    9.36    10.1    5.80    6.36
  90           4.90    5.40    8.02    33.4     29.6    19.7    13.3    7.72    7.40    10.8    11.4    7.10    8.48
  85           6.10    6.10    8.63    43.6     32.9    23.0    15.1    8.78    9.35    11.8    12.5    8.60    10.1
  80           6.70    6.80    10.2    52.5     35.8    25.6    16.6    10.4    10.3    12.7    13.6    10.1    11.3
  75           7.50    7.60    11.4    61.3     39.0    28.8    18.2    11.3    11.6    13.5    14.7    10.7    12.9
  70           8.60    7.60    12.6    72.8     42.4    32.4    20.2    12.6    12.5    14.5    15.8    11.3    14.1
  65           10.1    9.48    13.6    86.0     46.7    36.6    22.4    13.8    13.5    15.6    16.8    11.9    15.4
  60           10.9    10.3    14.6    99.8     51.4    40.1    25.4    15.1    14.6    17.6    18.3    12.7    17.1
  55           11.5    11.4    16.4    122      57.6    43.5    29.2    16.6    15.7    19.4    19.9    14.0    19.1
  50           12.0    12.0    18.7    147      66.2    48.0    33.2    18.2    17.1    21.1    21.5    14.8    21.2
  45           12.6    12.5    20.7    176      74.4    52.7    37.3    20.1    18.5    22.2    23.4    15.7    24.3
  40           13.2    13.0    23.8    215      82.7    59.9    41.7    22.6    20.0    23.7    25.4    16.6    27.5
  35           14.0    13.6    28.7    266      93.5    67.5    47.2    25.4    21.8    25.9    27.1    17.9    31.9
  30           14.9    14.2    36.3    322      107     75.6    54.8    28.6    24.2    28.8    28.9    19.8    38.1
  25           15.8    14.8    50.2    385      124     88.0    64.8    32.6    28.2    32.3    30.8    22.3    46.9
  20           17.4    16.0    71.7    479      150     110     77.4    38.0    36.0    37.5    33.2    24.6    60.5
  15           18.8    17.4    103     622      179     145     102     46.7    46.2    50.9    36.5    26.7    84.4
  10           21.1    18.7    190     857      231     213     152     62.2    61.1    67.7    44.1    30.3    132
  5            25.9    23.2    377     1,400    332     333     255     120     84.5    95.0    52.8    35.7    285
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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         106            73.3          60.1          45.7           34.4
  0.95         1.05         218            158           128           95.7           69.6
  0.90         1.11         314            233           188           140            99.9
  0.80         1.25         481            369           296           217            153
  0.50         2            1,040          847           673           482            328
  0.20         5            2,120          1,830         1,440         1,010          670
  0.10         10           3,010          2,660         2,110         1,450          951
  0.04         25           4,290          3,920         3,100         2,100          1,360
  0.02         50           5,350          4,980         3,930         2,640          1,700
  0.01         100          6,490          6,140         4,850         3,220          2,070
  0.005        200          7,700          7,400         5,850         3,850          2,460
  0.002        500          9,420          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       2.55   2.68   2.88  3.22   3.71   4.56   5.37   6.52    8.13
0.10       10       3.30   3.48   3.70  4.05   4.60   5.45   6.30   7.46    9.13
0.20       5        4.40   4.65   4.90  5.24   5.86   6.71   7.64   8.84    10.7
0.50       2        7.12   7.46   7.79  8.09   8.84   9.75   11.0   12.4    15.0
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                   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           2.80   3.01  3.34  3.77         5.01   5.69  6.08   7.22
0.10           10           3.81   4.06  4.37  4.79         6.19   6.77  7.26   9.35
0.20           5            5.34   5.64  5.89  6.28         7.88   8.36  9.04   13.0
0.50           2            9.14   9.48  9.61  9.91         12.0   12.6  14.0   25.6

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

0.05           20           4.67   5.57  6.10  7.57         4.83   5.64  6.42   7.34
0.10           10           5.57   6.50  7.14  8.75         5.67   6.61  7.42   8.52
0.20           5            7.00   7.99  8.80  10.7         6.97   8.10  8.96   10.3
0.50           2            11.3   12.6  14.0  17.1         10.7   12.3  13.4   15.6
_____________________________________________________________________________________
-------------------------------------------------------------------------------------
               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 7      10.48    941            1969    April 14     24.57    4,180
1944    August 18    --       226            1970    April 16     13.64    1,980
1945    April 11     9.18     767            1971    April 8      13.60    1,460
1946    March 27     --       675            1972    April 13     14.03    2,160
1947    April 19     13.28    1,840          1973    March 17     11.25    897
1948    April 14     --       1,640          1974    April 16     15.87    1,890
1949    June 1       10.40    990            1975    April 20     19.24    2,550
1950    April 22     16.31    3,040          1976    April 2      13.60    1,390
1951    April 11     11.90    1,250          1977    May 31       --         298
1952    April 12     9.52     544            1978    April 10     27.21    3,060
1953    March 29     --       219            1979    April 20     --       3,400
1954    June 15      --       489            1980    April 5      10.10    879
1955    April 8      10.35    842            1981    May 24       7.20     362
1956    April 20     10.72    1,370          1982    April 15     10.00    820
1957    June 29      7.06     481            1983    June 14      11.00    1,230
1958    July 5       --       168            1984    June 9       15.60    2,850
1959    April 2      7.64     310            1985    August 17    10.50    974
1960    April 6      8.80     460            1986    March 29     16.21    2,000
1961    March 25     4.86     140            1987    July 29      7.95     492
1962    July 8       11.70    1,570          1988    March 5      8.94     610
1963    April 7      6.34     300            1989    March 10     25.00    2,430
1964    April 17     9.40     730            1990    June 2       7.52     405
1965    April 14     17.81    4,560          1991    May 23       8.71     613
1966    April 2      17.33    4,220          1992    August 25    --       312
1967    March 30     14.46    2,060          1993    August 3     16.13    1,320
1968    June 7       12.71    1,400          1994    July 8       12.67    1,660

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

1965    April 14     17.81    4,560          1962    July 8       11.70    1,570
1966    April 2      17.33    4,220          1971    April 8      13.60    1,460
1969    April 14     24.57    4,180          1968    June 7       12.71    1,400
1979    April 20     --       3,400          1976    April 2      13.60    1,390
1978    April 10     27.21    3,060          1956    April 20     10.72    1,370
1950    April 22     16.31    3,040          1993    August 3     16.13    1,320
1984    June 9       15.60    2,850          1951    April 11     11.90    1,250
1975    April 20     19.24    2,550          1983    June 14      11.00    1,230
1989    March 10     25.00    2,430          1949    June 1       10.40    990
1972    April 13     14.03    2,160          1985    August 17    10.50    974
1967    March 30     14.46    2,060          1943    April 7      10.48    941
1986    March 29     16.27    2,000          1973    March 17     11.25    897
1970    April 16     13.64    1,980          1980    April 5      10.10    879
1974    April 16     15.87    1,890          1955    April 8      10.35    842
1947    April 19     13.28    1,840          1982    April 15     10.00    820
1994    July 8       12.67    1,660          1945    April 11     9.18     767
1948    April 14     --       1,640          1964    April 17     9.40     730
1946    March 27     --       675            1981    May 24       7.20     362
1991    May 23       8.71     613            1992    August 25    --       312
1988    March 5      8.94     610            1959    April 2      7.64     310
1952    April 12     9.52     544            1963    April 7      6.34     300
1987    July 29      7.95     492            1977    May 31       --       298
1954    June 15      --       489            1944    August 18    --       226
1957    June 29      7.06     481            1953    March 29     --       219
1960    April 6      8.80     460            1958    July 5       --       168
1990    June 2       7.52     405            1961    March 25     4.86     140
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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    --       --       --      --       --      --         307.4      117.5     234.9     66.2       33.4       19.5     --
1944    18.4     17.1     --      --       --      --         63.8       58.7      58.3      98.0       125.3      72.6     --
1945    46.2     46.5     26.1    --       --      181.0      294.9      145.0     97.5      41.7       30.5       45.4     --
1946    57.6     34.4     --      --       --      145.3      225.2      74.6      42.4      32.3       12.9       18.7     --
1947    35.8     24.4     13.6    12.7     13.0    24.0       687.1      191.9     368.6     65.4       30.3       19.4     123.1

1948    19.3     18.6     11.3    8.74     6.45    5.81       511.0      75.9      34.7      33.8       22.3       12.7     62.8
1949    12.5     16.9     13.5    9.08     8.95    14.5       171.9      60.4      196.6     69.2       28.9       12.9     51.1
1950    24.0     27.5     18.0    11.0     7.00    9.90       818.5      1156      115.4     181.3      43.1       18.4     203.7
1951    32.5     21.8     16.0    14.0     12.0    10.8       428.7      131.5     44.6      20.3       18.4       25.6     64.4
1952    21.1     20.7     14.0    12.0     11.0    15.0       221.9      46.8      21.5      52.9       18.6       14.6     39.0

1953    18.8     20.7     13.3    7.90     10.8    68.4       99.2       65.9      80.3      49.7       28.6       16.3     40.1
1954    12.5     13.5     10.9    5.29     6.44    20.1       144.1      57.0      81.6      29.3       10.9       7.99     33.2
1955    10.8     12.9     8.32    6.81     7.36    7.42       150.2      31.5      34.4      15.6       12.4       6.49     25.2
1956    10.4     8.64     6.13    5.23     5.41    7.42       316.7      105.3     60.1      16.0       11.5       11.5     46.7
1957    13.6     20.4     10.4    8.52     7.54    48.6       120.3      41.1      118.6     130.5      23.6       52.0     49.6

1958    31.4     43.0     17.4    13.9     12.4    22.2       30.7       23.7      25.6      62.9       17.9       11.3     26.1
1959    12.9     17.5     7.24    4.81     3.84    36.9       78.6       68.2      27.5      16.5       14.3       7.89     24.8
1960    18.7     11.8     12.2    12.0     9.78    16.3       162.1      39.3      47.0      41.6       16.1       14.5     33.3
1961    11.8     16.2     8.38    6.71     7.28    64.3       52.8       41.7      13.3      10.2       6.30       9.83     20.8
1962    17.2     12.5     6.58    2.02     3.55    6.21       253.7      232.5     292.6     298.0      60.1       46.8     102.9

1963    36.0     32.4     17.4    9.25     4.94    37.4       94.4       47.2      57.5      33.4       12.1       10.6     32.8
1964    10.8     8.88     5.11    6.60     9.59    11.8       226.2      88.8      48.3      68.1       17.6       34.5     44.5
1965    24.8     19.6     11.5    10.8     8.34    10.6       916.7      135.5     126.0     54.9       25.4       30.7     113.7
1966    71.6     32.3     32.7    18.1     16.2    384.6      934.6      191.7     67.7      25.2       27.7       21.9     151.9
1967    18.9     12.3     10.5    12.5     14.3    90.0       340.9      102.4     73.0      26.5       12.7       12.1     60.3

1968    13.4     12.9     13.0    10.2     7.96    100.8      67.9       37.6      269.3     48.5       15.0       12.2     50.5
1969    21.0     19.4     12.6    4.70     5.64    7.50       669.0      129.7     103.2     50.0       20.4       24.8     88.4
1970    30.5     19.7     16.3    13.0     11.1    12.7       751.3      241.2     165.3     37.5       16.8       13.3     110.2
1971    25.0     30.4     11.3    11.6     12.5    43.3       345.1      61.3      36.5      17.3       10.5       33.2     52.8
1972    223.5    209.3    48.7    25.8     19.1    318.5      716.6      169.5     49.2      29.0       33.4       17.4     154.7

1973    22.5     32.7     12.7    11.0     12.2    228.1      51.1       37.5      22.5      12.2       12.6       80.3     44.9
1974    95.0     45.6     23.3    18.7     18.0    19.0       711.5      300.4     87.5      19.4       24.6       18.6     114.8
1975    18.5     33.9     17.0    11.9     13.7    23.5       756.1      220.8     48.9      182.3      35.3       18.6     114.8
1976    22.9     27.1     19.2    15.9     15.1    83.8       316.8      41.3      33.3      19.5       10.7       7.34     50.8
1977    9.43     10.2     8.91    7.86     8.18    18.9       51.6       32.6      40.6      10.9       6.96       15.4     18.4

1978    21.1     26.3     27.9    18.3     13.2    37.2       946.0      63.4      53.5      21.6       15.3       17.2     104.1
1979    13.6     14.8     13.3    12.1     12.9    17.2       868.9      160.5     71.1      166.0      45.2       17.8     117.3
1980    18.0     28.1     24.0    19.2     21.3    42.9       280.0      33.5      11.5      8.95       10.2       11.1     42.1
1981    15.4     15.3     9.56    8.05     12.2    32.8       25.3       50.7      38.8      24.3       17.1       34.5     23.7
1982    59.5     35.4     22.3    12.1     10.3    49.9       347.5      144.4     35.7      42.4       12.7       10.2     65.2

1983    81.8     27.5     26.9    19.2     19.0    333.9      181.4      54.7      228.1     113.2      49.4       72.0     101.0
1984    70.2     49.9     35.9    26.8     46.8    201.5      336.8      55.5      595.8     44.6       17.0       11.8     123.5
1985    --       --       --      --       --      --         --         --        168.3     181.3      256.2      93.9     --
1986    88.1     47.0     38.1    30.1     22.9    217.4      579.4      269.1     69.5      82.9       26.8       21.2     124.6
1987    24.0     28.1     22.4    17.2     16.1    185.2      80.1       110.1     60.1      138.3      104.2      27.8     68.4

1988    26.5     27.2     24.5    20.3     16.4    126.4      209.1      37.1      36.4      13.8       9.88       14.0     46.7
1989    13.2     17.0     15.0    13.8     11.2    14.2       776.6      79.7      40.8      28.4       12.2       14.4     85.6
1990    14.9     14.5     7.08    8.58     11.3    59.7       88.6       39.3      58.9      16.8       8.05       7.73     27.9
1991    9.99     12.1     10.3    6.27     10.9    51.0       48.9       97.1      30.8      31.2       9.78       10.1     27.5
1992    12.9     10.7     10.0    10.5     14.1    80.2       53.9       36.3      20.4      28.3       53.3       84.9     34.6

1993    22.0     27.2     23.6    14.2     12.1    39.4       338.5      46.2      50.8      224.9      426.1      41.2     106.2
1994    22.7     21.6     25.2    17.4     14.0    52.5       221.7      105.3     175.0     375.5      63.7       123.6    101.9
__________________________________________________________________________________________________________________________________
 


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