05094000 SOUTH BRANCH TWO RIVERS AT LAKE BRONSON, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°43'50'', long 96°39'50", in SW1/4SW1/4 sec.30, T.161 N., R.46 W., Kittson County, Hydrologic Unit 09020312, on left bank 70 ft upstream from culvert on U.S. Highway 59 at Lake Bronson and 3.4 mi downstream from dam at outlet of Bronson Lake.
DRAINAGE AREA.--444 mi2.
PERIOD OF RECORD.--September 1928 to November 1936, April to September 1937, April 1941 to October 1943, April to December 1944, April 1945 to September 1947, October 1953 to September 1981, April 1985 to current year. Monthly discharge only for some periods, published in WSP 1308. October 1981 to March 1985, annual maximums only. Published as South Fork Two Rivers at Bronson prior to 1941.
GAGE.--Water-stage recorder. Datum of gage is 928.53 ft above mean sea level (Minnesota Department of Transportation benchmark). Prior to Nov. 23, 1953, nonrecording gage at bridge 100 ft downstream at datum 2.00 ft higher. Nov. 23, 1953, to Oct. 5, 1963, water-stage recorder at same site at datum 2.00 ft higher.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 5,410 ft3/s, Apr. 5, 1966, gage height, 18.23 ft; no flow at times.

Annual mean discharge

Annual mean discharge for 05094000 South Branch Two Rivers at Lake Bronson, 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      153       1958          0.400      1991          19.0        34.5        1.81       1.82
November     87.5      1957          0.381      1990          11.2        19.3        1.72       1.07
December     34.5      1992          0.131      1987          4.59        5.74        1.25       0.44
January      12.1      1992          0.116      1987          2.81        2.56        0.91       0.27
February     23.6      1981          0.120      1987          3.20        4.07        1.27       0.31
March        362       1986          0.658      1934          59.8        89.6        1.50       5.70
April        1,980     1966          0.539      1991          398         387         0.97       37.9
May          1,340     1970          0.984      1991          189         274         1.45       18.1
June         1,340     1970          1.43       1980          161         268         1.66       15.4
July         1,140     1956          0.437      1988          106         223         2.11       10.1
August       1,350     1993          0.089      1988          48.2        189         3.93       4.60
September    525       1957          0          1937          45.7        107         2.34       4.36
Annual       312       1966          2.89       1934          87.5        76.6        0.88       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05094000 South Branch Two Rivers at Lake Bronson, 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           0.29    0.18    0.46    2.10     2.00    1.10    0.53    0.24    0.24    0.41    0.37    0.36    0.41
  90           0.34    0.38    0.63    4.35     3.67    2.00    1.30    0.71    0.60    0.84    0.46    0.43    0.59
  85           0.47    0.55    1.10    7.76     5.08    3.83    1.80    1.00    0.81    1.10    0.73    0.51    1.20
  80           0.64    0.80    1.10    15.8     7.28    4.93    2.62    1.40    1.10    1.30    0.91    0.74    1.20
  75           1.00    0.97    1.60    24.8     12.1    5.62    3.74    1.40    1.50    1.70    1.10    1.50    1.80
  70           1.40    1.20    1.60    33.7     16.1    7.88    4.26    2.10    1.50    1.70    1.40    1.80    1.80
  65           1.40    1.40    2.10    50.8     20.7    11.0    4.98    2.10    2.00    2.20    2.20    1.80    2.63
  60           1.70    1.40    2.10    73.2     25.6    14.0    5.52    2.10    2.00    2.70    2.20    2.20    3.05
  55           2.00    1.70    3.00    102      31.4    17.2    7.36    3.36    2.81    3.50    2.80    2.20    3.47
  50           2.00    1.70    3.42    139      38.1    21.8    9.31    3.78    3.25    4.44    3.50    2.60    4.23
  45           2.30    1.70    3.85    184      49.5    28.8    12.6    4.40    3.70    4.87    3.50    2.60    4.72
  40           2.30    2.10    4.54    234      72.7    38.3    16.0    4.82    4.33    5.30    3.50    3.10    6.59
  35           2.70    2.10    5.95    299      103     52.3    20.2    6.12    5.47    6.27    4.60    3.80    9.51
  30           2.70    2.50    10.2    382      142     74.0    26.3    7.33    7.35    8.00    5.34    3.80    15.1
  25           3.20    3.00    17.0    496      213     127     39.2    9.94    11.0    11.7    7.23    4.50    23.7
  20           3.20    3.00    34.2    662      290     210     58.3    14.4    19.8    18.5    11.8    4.50    41.5
  15           4.40    3.70    57.2    904      377     299     109     22.5    47.5    27.6    20.3    8.09    83.9
  10           5.20    5.45    131     1,220    541     429     214     67.3    116     49.3    30.0    11.7    199
  5            9.95    9.94    417     1,780    929     795     646     216     261     102     53.4    15.7    494
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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         ng          57.3          41.0          25.0           15.8
  0.95         1.05         337         166           128           83.9           53.3
  0.90         1.11         462         275           219           148            94.5
  0.80         1.25         667         478           394           274            176
  0.50         2            1,280       1,170         1,000         730            477
  0.20         5            2,330       2,320         2,040         1,520          1,020
  0.10         10           3,100       3,090         2,730         2,040          1,380
  0.04         25           4,140       3,990         3,520         2,630          1,810
  0.02         50           4,940       4,590         4,040         3,010          2,090
  0.01         100          5,770       5,120         4,490         3,350          2,340
  0.005        200          6,610       5,590         4,890         3,630          2,560
  0.002        500          7,740       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       0.015   0.015   0.050   0.092   0.187   0.302   0.387   0.458   0.947
0.10       10       0.098   0.103   0.123   0.183   0.295   0.451   0.569   0.647   1.21
0.20       5        0.247   0.264   0.287   0.354   0.492   0.710   0.884   0.982   1.71
0.50       2        0.836   0.890   0.939   0.978   1.18    1.54    1.90    2.17    3.81
__________________________________________________________________________________________
-------------------------------------------------------------------------------------
                       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           0.252   0.258   0.264   0.298      0.177   0.202   0.343   0.679
0.10           10           0.375   0.385   0.392   0.441      0.338   0.393   0.514   1.10
0.20           5            0.592   0.608   0.619   0.694      0.631   0.753   0.814   2.01
0.50           2            1.30    1.35    1.39    1.55       1.60    2.02    13.00   6.85

                                   June-July-August              September-October-November
                            _____________________________      _____________________________

0.05           20           0.042   0.103   0.235   0.544      0.153   0.214   0.294   0.353
0.10           10           0.193   0.282   0.431   0.803      0.246   0.338   0.429   0.525
0.20           5            0.515   0.726   0.845   1.35       0.434   0.587   0.695   0.876
0.50           2            1.84    2.70    2.89    4.20       1.25    1.66    1.91    2.58
_____________________________________________________________________________________________
1Graphical interpretation.

-------------------------------------------------------------------------------------
               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

1929     March 20     9.00     940         1967    April 21     11.43    2,430
1930     May 15       10.90    1,820       1968    July 19      11.08    2,290
1931     April 9      6.00     300         1969    April 14     14.01    3,520
1932     April 11     9.70     1,310       1970    April 14     14.51    4,140
1933     April 4      7.58     415         1971    April 8      9.00     1,500
1934     April 10     5.00     64.0        1972    April 15     8.50     1,480
1935     April 13     7.21     565         1973    March 14     10.18    800
1936     April 19     6.64     358         1974    April 24     11.35    2,460
1937     May 4        7.02     594         1975    July 6       10.37    1,960
1941     April 11     10.09    1,580       1976    April 1      7.24     980
1942     April 1      12.05    2,210       1977    April 8      5.06     219
1943     April 11     8.31     1,050       1978    April 12     12.12    2,770
1944     June 12      7.46     820         1979    April 22     13.17    3,340
1945     April 16     6.96     670         1980    April 8      6.90     820
1946     March 26     7.03     668         1981    June 30      5.39     340
1947     June 17      9.07     1,290       1982    April 2      7.94     1,040
1954     June 16      7.03     567         1983    March 8      9.33     1,530
1955     June 9       8.33     1,020       1984    April 3      6.45     623
1956     April 24     12.79    2,650       1985    June 26      12.16    2,790
1957     July 8       10.52    1,810       1986    March 29     11.47    2,510
1958     September 23 6.29     355         1987    March 27     7.62     996
1959     April 8      8.60     1,110       1988    March 24     8.46     1,170
1960     April 11     8.72     1,270       1989    April 19     10.78    2,100
1961     March 26     6.86     451         1990    April 1      7.10     784
1962     June 13      12.82    2,960       1991    July 13      11.35    2,160
1963     April 8      7.56     1,570       1992    April 2      10.82    1,870
1964     June 14      10.88    2,210       1993    August 10    12.87    3,050
1965     April 15     12.30    2,780       1994    March 26   --         850
1966     April 5      18.23    5,410

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

1966     April 5      18.23    5,410       1942    April 1      12.05    2,210
1970     April 14     14.51    4,140       1964    June 14      10.88    2,210
1969     April 14     14.01    3,520       1991    July 13      11.35    2,160
1979     April 22     13.17    3,340       1989    April 19     10.78    2,100
1993     August 10    12.87    3,050       1975    July 6       10.37    1,960
1962     June 13      12.82    2,960       1992    April 2      10.82    1,870
1985     June 26      12.16    2,790       1930    May 15       10.90    1,820
1965     April 15     12.30    2,780       1957    July 8       10.52    1,810
1978     April 12     12.12    2,770       1941    April 11     10.09    1,580
1956     April 24     12.79    2,650       1963    April 8      7.56     1,570
1986     March 29     11.47    2,510       1983    March 8      9.33     1,530
1974     April 24     11.35    2,460       1971    April 8      9.00     1,500
1967     April 21     11.43    2,430       1972    April 15     8.50     1,480
1968     July 19      11.08    2,290       1932    April 11     9.70     1,310
1947     June 17      9.07     1,290       1945    April 16     6.96     670
1960     April 11     8.72     1,270       1946    March 26     7.03     668
1988     March 24     8.46     1,170       1984    April 3      6.45     623
1959     April 8      8.60     1,110       1937    May 4        7.02     594
1943     April 11     8.31     1,050       1954    June 16      7.03     567
1982     April 2      7.94     1,040       1935    April 13     7.21     565
1955     June 9       8.33     1,020       1961    March 26     6.86     451
1987     March 27     7.62     996         1933    April 4      7.58     415
1976     April 1      7.24     980         1936    April 19     6.64     358
1929     March 20     9.00     940         1958    September 23 6.29     355
1994     March 26   --         850         1981    June 30      5.39     340
1944     June 12      7.46     820         1931    April 9      6.00     300
1980     April 8      6.90     820         1977    April 8      5.06     219
1973     March 14     10.18    800         1934    April 10     5.00     64.0
1990     April 1      7.10     784
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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
__________________________________________________________________________________________________________________________________

1929    10.0     8.13     3.71     2.16     2.00     311.9    160.7    36.1     23.0     7.39     1.00     1.50     47.7
1930    5.50     4.93     2.82     1.98     1.00     1.52     159.6    440.5    20.3     14.4     3.72     3.37     55.5
1931    4.94     4.19     2.95     2.16     2.00     24.9     83.1     15.6     8.97     4.98     4.45     3.47     13.4
1932    4.44     5.41     4.42     3.48     2.43     2.55     360.8    117.3    8.06     4.41     4.91     2.16     43.0
1933    2.88     3.87     2.74     2.00     1.36     14.6     191.5    21.2     14.2     2.28     2.46     2.25     21.6

1934    1.62     1.25     0.665    0.465    0.400    0.658    20.0     2.85     1.83     1.37     1.82     1.99     2.89
1935    4.60     3.72     2.24     1.00     0.800    29.5     163.8    35.4     7.24     4.46     1.92     2.84     21.4
1936    3.25     3.47     2.24     1.74     1.50     2.10     83.4     18.8     2.93     1.69     3.91     2.55     10.5
1937    23.9   --       --       --       --       --       --         182.1    13.9     2.30     1.65     0      --
1941  --       --       --       --       --       --         453.9    41.2     178.2    11.6     4.80     19.7   --

1942    131.1    23.6     5.99     3.00     2.57     154.4    675.4    456.5    45.7     5.83     15.6     35.0     129.9
1943    6.85     3.36     2.03     1.71     2.59     35.3     459.0    253.9    607.3    113.7    7.80     1.54     124.0
1944    0.887  --       --       --       --       --         79.9     13.2     402.7    55.9     11.5     14.0   --
1945    6.65     23.0     11.6   --       --       --         417.9    197.5    44.0     16.2     9.47     51.5   --
1946    34.2     12.6     5.58     3.41     2.41     220.4    248.4    29.8     5.76     15.0     3.72     2.99     48.9

1947    1.24     3.34     5.08     3.20     1.38     12.5     184.4    33.8     478.3    32.3     43.1     12.2     67.0
1954    5.32     0.867    1.16     2.45     6.36     2.80     208.5    135.2    167.7    9.79     5.51     3.97     45.6
1955    4.94     4.00     2.98     2.72     2.46     14.9     256.8    70.0     369.6    24.9     4.53     5.06     63.0
1956    8.25     3.78     3.30     3.58     3.88     34.2     711.8    445.2    192.5    1,136    40.6     97.6     224.3
1957    10.6     87.5     9.87     7.42     5.51     158.8    263.4    108.7    233.5    725.1    116.7    524.6    188.1

1958    153.0    77.0     13.8     8.48     2.12     2.16     47.7     14.8     6.74     98.7     4.77     9.68     36.9
1959    1.74     1.12     0.555    0.265    0.218    26.3     372.7    74.4     42.6     11.7     2.31     6.24     44.7
1960    22.4     11.3     4.30     4.78     4.79     4.95     534.2    55.2     53.5     13.1     3.86     1.33     58.8
1961    2.77     2.03     1.67     1.44     13.5     26.7     23.1     14.0     2.74     4.50     2.65     0.757    7.96
1962    2.54     1.36     4.43     3.63     3.21     30.3     369.6    655.4    1,031    109.5    77.3     11.8     191.4

1963    7.15     9.85     3.40     1.32     1.01     28.9     287.2    23.9     20.8     4.50     3.43     3.17     32.6
1964    2.59     1.21     0.745    0.600    0.600    0.765    196.3    118.8    742.9    40.2     7.09     6.72     92.2
1965    4.92     6.05     4.77     4.65     4.53     4.52     907.0    403.9    188.4    57.8     6.00     34.3     135.0
1966    99.4     16.0     13.8     10.8     8.91     11.7     1,977    913.2    250.3    282.9    124.9    41.6     312.2
1967    10.2     3.23     3.28     1.71     1.16     22.7     1,157    664.5    110.0    4.38     5.70     2.84     165.2

1968    2.07     2.79     2.26     1.55     1.35     125.3    69.0     5.66     502.8    707.0    193.9    239.7    154.7
1969    74.9     31.1     9.92     5.43     4.83     3.31     1,158    299.1    104.3    10.6     4.45     6.21     141.8
1970    3.71     2.45     2.07     1.97     1.67     3.06     751.4    1,338    1,336    131.1    12.3     6.55     299.1
1971    15.8     35.5     4.54     3.53     2.51     32.2     516.6    58.3     13.5     5.09     3.35     2.98     57.4
1972    2.06     11.0     4.55     2.55     2.79     65.6     444.6    42.9     31.0     4.51     3.68     4.18     51.1

1973    3.98     2.21     1.86     2.96     6.01     46.2     5.57     5.46     3.38     4.15     1.81     4.26     7.37
1974    7.94     4.78     2.59     1.86     1.70     1.61     882.1    634.7    253.2    12.3     30.4     8.30     153.2
1975    4.39     3.78     2.89     2.23     1.67     1.26     607.7    526.3    130.1    474.7    5.18     5.03     147.9
1976    4.15     3.55     3.28     1.99     1.68     59.0     207.7    10.4     7.81     4.16     3.02     3.38     25.7
1977    7.47     1.06     0.463    0.598    0.847    2.76     35.8     3.87     13.9     2.28     4.31     2.34     6.27

1978    0.780    0.420    2.06     2.52     1.85     2.04     778.3    103.1    27.9     102.3    5.51     1.33     85.1
1979    3.92     1.99     1.29     1.94     2.29     14.7     992.1    489.8    203.2    52.8     3.24     2.73     147.0
1980    5.60     0.993    2.55     2.14     1.83     3.32     216.9    4.14     1.43     3.12     1.31     0.960    20.1
1981    1.03     1.64     5.04     0.989    23.6     39.5     9.71     6.71     36.9     34.3     0.941    0.874    13.4
1982    6.13   --       --       --       --       --       --       --       --       --       --       --       --

1985  --       --       --       --       --       --         280.9    211.8    482.8    385.6    360.3    279.5  --
1986    112.9    32.6     16.8     4.82     2.54     361.8    818.6    574.8    33.6     14.0     8.53     25.6     167.9
1987    5.59     0.418    0.131    0.116    0.120    200.7    288.3    35.2     9.43     7.52     1.29     0.656    45.8
1988    0.430    1.55     1.38     0.661    0.600    253.3    165.2    4.34     3.37     0.437    0.089    0.523    36.1
1989    1.57     0.503    0.549    0.338    0.177    1.49     407.2    35.9     68.0     17.3     2.99     1.10     44.3

1990    21.6     0.381    0.378    0.322    0.291    115.9    60.1     3.50     6.69     10.2     27.0     3.17     21.0
1991    0.400    0.484    0.413    0.346    2.90     10.2     0.539    0.984    13.4     527.4    27.4     217.2    67.4
1992    76.0     69.4     34.5     12.1     12.5     200.8    1,010    170.9    20.5     16.8     6.28     88.2     142.2
1993    34.6     0.527    0.443    0.472    0.520    5.93     201.1    46.2     107.8    340.4    1,349    431.6    211.9
1994    34.8     24.1     9.59     6.08     3.94     199.5    112.3    24.6     10.3     29.5     19.3     225.5    58.4
__________________________________________________________________________________________________________________________________
 


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