05030000 OTTER TAIL RIVER NEAR DETROIT LAKES, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 46o50'12",long 95o41'57", in NE1/4SW1/4 sec.23, T.139 N., R.40 W., Becker County, Hydrologic Unit 09020103, on right bank 10 ft upstream from highway bridge, 5 mi downstream from Height of Land Lake, and 7.5 mi east of city of Detroit Lakes.
DRAINAGE AREA.--270 mi2.
PERIOD OF RECORD.--March 1937 to September 1971.
GAGE.--Water-stage recorder and concrete control. Datum of gage is 1,409.49 ft above sea level.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 371 ft3/s, June 26, 1943 (gage height, 4.78 ft, from graph based on partial record); maximum gage height, 6.96 ft, Jan. 27, 1950(backwater from ice) minimum daily discharge, 0.10ft3/s, Mar. 23, 1940.

Annual mean discharge

Annual mean discharge for 05030000 Otter Tail River near Detroit Lakes, 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     138        1945          2.16       1957          29.2       28.9         0.99       4.61
November    105        1945          4.94       1958          25.2       22.6         0.90       3.98
December    77.6       1945          4.37       1938          26.3       20.0         0.76       4.15
January     57.0       1966          3.23       1938          24.4       17.4         0.71       3.85
February    60.1       1969          0.793      1940          24.5       15.7         0.64       3.87
March       83.2       1969          0.371      1940          33.9       19.6         0.58       5.36
April       190        1966          1.15       1938          77.8       48.3         0.62       12.3
May         265        1966          1.45       1940          115        65.6         0.57       18.2
June        284        1943          2.16       1940          114        71.1         0.62       18.0
July        206        1944          1.52       1940          77.1       51.8         0.67       12.2
August      288        1944          0.510      1940          49.8       57.5         1.15       7.87
September   238        1944          1.40       1970          35.6       42.8         1.20       5.63
Annual      98.4       1966          9.82       1940          53.7       23.6         0.44       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05030000 Otter Tail River near Detroit Lakes, 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           3.50    2.50    2.70      1.30     6.52   16.9    6.28     1.20    1.50    1.70    5.10    6.10   2.50
90           5.70    3.80    10.9      6.10     22.7   26.7    15.2     3.70    1.80    2.80    5.90    7.60   6.17
85           7.30    7.58    13.4      25.2     34.0   37.5    20.2     6.63    3.50    4.50    6.70    8.50   9.22
80           8.75    10.4    15.6      31.9     46.6   46.5    24.1     9.96    5.90    7.07    8.91    8.50   12.3
75           9.56    11.9    18.2      37.6     59.8   56.9    28.0     13.5    9.60    8.80    10.5    10.6   15.2
70           10.2    13.5    20.9      44.1     74.8   67.5    36.4     15.7    12.8    11.7    12.3    12.1   17.9
65           12.3    15.0    23.8      49.2     86.9   77.4    46.1     17.8    15.5    14.2    13.7    14.5   21.1
60           14.1    16.8    26.0      54.2     100    86.8    55.9     20.6    18.1    16.2    15.1    15.9   24.7
55           17.2    19.2    28.1      59.2     109    94.5    64.8     24.2    20.7    17.7    16.5    18.3   28.7
50           19.4    21.8    30.3      64.4     117    102     72.9     28.5    24.2    19.3    17.8    19.9   33.3
45           22.8    25.7    33.2      74.3     126    109     80.0     33.8    27.7    22.3    19.0    21.5   38.3
40           26.6    28.8    36.1      84.0     133    121     87.1     40.0    30.9    25.1    21.5    23.4   45.0
35           30.3    31.6    39.1      93.6     141    133     93.9     47.8    35.0    28.6    23.8    25.4   52.7
30           34.2    34.0    42.1      104      150    145     101      58.1    39.5    33.1    26.2    29.1   61.2
25           37.9    36.4    45.1      113      162    156     108      69.2    46.4    38.7    29.6    33.6   73.8
20           43.4    39.7    49.4      127      174    173     118      80.7    55.5    47.3    35.6    40.4   89.9
15           49.3    43.4    54.2      142      188    194     128      97.1    66.6    60.6    47.8    53.0   110
10           53.8    48.5    63.6      163      204    225     149      121     77.6    67.8    57.8    61.1   136
5            58.1    54.8    82.9      187      227    268     192      167     97.4    90.0    76.6    68.9   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          37.6       37.4          32.7          25.9           22.1
0.95           1.05          62.7       61.6          56.4          48.7           43.5
0.90           1.11          80.4       78.5          73.4          65.7           59.9
0.80           1.25          106        103           98.6          91.4           84.8
0.50           2             171        164           161           155            147
0.20           5             255        242           239           234            223
0.10           10            306        288           284           278            264
0.04           25            363        341           334           324            306
0.02           50            401        375           366           352            331
0.01           100           436        407           394           376            352
0.005          200           467        436           420           397            369
0.002          500           506        ng            ng            ng             ng
__________________________________________________________________________________________________
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                                Probability of annual low discharges
________________________________________________________________________________________

                                        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        0.222   0.275   0.317   0.432   0.691   1.15   2.32   3.11   5.96
0.10       10        0.430   0.506   0.583   0.799   1.20    2.00   3.45   4.51   7.56
0.20       5         0.909   1.02    1.17    1.60    2.24    3.66   5.46   6.92   10.1
0.50       2         3.24    3.40    3.86    5.13    6.45    9.84   12.3   14.7   18.1
________________________________________________________________________________________
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                          Probability of seasonal low discharges
_________________________________________________________________________________________

                                           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           1.49   1.79   1.98   2.46        0.623   1.01   1.45   2.63
0.10            10           2.48   2.88   3.17   3.91        1.63    2.37   3.30   5.94
0.20            5            4.35   4.88   5.35   6.53        4.38    5.67   7.56   13.0
0.50            2            11.0   11.7   12.7   15.1        17.4    19.4   23.2   33.7

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

0.05            20           0.435  0.749  1.27   2.65        0.538   0.680  1.06   1.78
0.10            10           0.991  1.57   2.45   4.93        0.998   1.23   1.73   2.66
0.20            5            2.47   3.57   5.11   9.66        2.02    2.43   3.06   4.30
0.50            2            11.1   41.7   17.4   27.9        6.82    7.88   8.65   1.07

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           Annual peak discharge and corresponding gage height, period of record                                _____________________________________________________________________________________

                        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

1937     June 20       3.53     54.0            1955     August 3    4.28     195
1938     June 3        3.67     73.0            1956     May 3       4.07     139
1939     March 23      4.83     239             1957     May 14      4.00     133
1940     September 21  3.45     42.0            1958     October 16  3.66     72.0
1941     May 15        3.66     68.0            1959     June 11     3.99     136
1942     June 16       3.88     112             1960     May 3       4.34     214
1943     June 26       4.78     371             1961     May 15      4.12     151
1944     August 22     4.68     336             1962     June 8      4.65     316
1945     May 13        4.29     198             1963     June 9      4.07     157
1946     July 21       4.26     190             1964     May 19      4.10     164
1947     May 2         4.35     212             1965     June 13     4.45     264
1948     April 30      3.93     119             1966     May 3       4.51     283
1949     July 31       4.00     133             1967     June 22     4.27     267
1950     May 29        4.71     332             1968     May 29      4.18     188
1951     June 2        4.26     190             1969     April 21    4.30     207
1952     April 21      4.16     167             1970     June 16     4.21     182
1953     June 15       4.36     218             1971     April 10    3.76     84.0
1954     May 5         4.27     193

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

1943     June 26       4.78     371             1970     June 16     4.21     182
1944     August 22     4.68     336             1952     April 21    4.16     167
1950     May 29        4.71     332             1964     May 19      4.10     164
1962     June 8        4.65     316             1963     June 9      4.07     157
1966     May 3         4.51     283             1961     May 15      4.12     151
1967     June 22       4.27     267             1956     May 3       4.07     139
1965     June 13       4.45     264             1959     June 11     3.99     136
1939     March 23      4.83     239             1949     July 31     4.00     133
1953     June 15       4.36     218             1957     May 14      4.00     133
1960     May 3         4.34     214             1948     April 30    3.93     119
1947     May 2         4.35     212             1942     June 16     3.88     112
1969     April 21      4.30     207             1971     April 10    3.76     84.0
1945     May 13        4.29     198             1938     June 3      3.67     73.0
1955     August 3      4.28     195             1958     October 16  3.66     72.0
1954     May 5         4.27     193             1941     May 15      3.66     68.0
1946     July 21       4.26     190             1937     June 20     3.53     54.0
1951     June 2        4.26     190             1940     September 21  3.45     42.0
1968     May 29        4.18     188
_____________________________________________________________________________________
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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
__________________________________________________________________________________________________________________________________

1937    --       --      --       --       --      --         1.26        22.3      45.3      17.9       6.10     31.8     --
1938    21.3     7.25    4.37     3.23     3.50    2.64       1.15        21.0      28.0      11.9       17.5     19.9     11.9
1939    14.4     10.3    9.97     9.16     10.2    26.7       70.2        16.5      21.5      16.2       15.8     18.6     19.9
1940    33.5     28.5    18.4     7.61     0.793   0.371      5.16        1.45      2.16      1.52       0.510    17.7     9.82
1941    18.3     17.3    18.5     18.5     19.2    24.5       19.6        30.0      25.8      21.0       5.32     3.09     18.4

1942    2.70     30.8    29.1     11.5     5.70    41.2       29.1        74.0      86.5      37.1       18.4     78.3     37.1
1943    93.0     72.8    73.3     21.5     32.1    50.4       87.5        151.5     284.3     202.8      77.3     27.5     98.1
1944    11.8     16.2    12.5     8.58     17.6    15.2       44.1        104.4     190.8     205.7      287.8    238.5    96.2
1945    138.5    105.1   77.6     52.8     32.4    67.5       176.0       190.0     134.3     23.9       27.2     54.0     90.1
1946    70.1     56.7    38.1     36.3     38.9    62.7       138.9       123.3     91.5      160.4      72.6     11.8     75.4

1947    57.4     69.2    51.4     49.0     41.7    43.3       127.0       175.0     169.9     104.4      27.5     13.8     77.6
1948    4.06     7.35    17.0     19.2     21.3    30.9       88.6        100.3     76.6      72.9       56.5     19.3     42.9
1949    9.43     11.0    8.57     7.85     8.30    16.1       74.5        84.5      65.5      93.0       116.0    38.1     44.7
1950    21.5     15.4    9.06     4.48     28.6    36.3       87.9        257.6     246.4     97.9       27.5     2.75     69.8
1951    5.40     6.37    7.65     5.65     20.5    55.1       74.6        148.7     141.6     65.0       16.4     17.0     47.1

1952    35.9     38.7    53.1     56.6     54.1    53.7       106.3       113.0     33.8      76.8       93.9     35.4     62.8
1953    14.6     8.67    9.01     7.09     7.79    33.2       86.7        124.6     188.6     115.4      146.5    81.9     68.9
1954    40.9     21.3    24.4     33.1     37.0    47.1       109.5       174.6     120.4     51.6       10.4     5.10     56.4
1955    13.6     13.5    14.1     10.2     17.0    24.7       53.8        79.6      69.0      83.5       161.3    84.8     52.3
1956    44.4     13.8    9.40     8.97     11.8    16.8       91.3        122.4     81.4      25.2       10.6     3.89     36.7

1957    2.16     6.97    7.91     10.0     10.6    18.0       65.3        121.6     103.0     102.0      57.8     47.8     46.3
1958    56.8     4.94    40.1     55.5     46.0    42.3       31.3        27.5      50.7      50.5       27.7     31.1     38.8
1959    16.4     27.7    63.7     48.3     27.4    18.3       44.0        52.9      99.9      106.0      83.2     56.9     53.9
1960    29.5     24.3    25.9     37.4     17.5    14.0       97.0        160.4     134.5     95.0       27.3     65.6     60.7
1961    32.0     21.7    24.1     38.5     41.4    24.4       40.5        115.9     89.9      34.0       11.1     11.4     40.4

1962    6.58     6.95    8.28     11.8     15.8    24.6       52.0        137.5     246.9     134.5      55.9     22.6     60.4
1963    16.5     17.5    19.8     16.5     12.1    20.5       41.6        52.7      116.0     58.5       31.8     33.8     36.5
1964    18.9     7.84    10.9     14.6     14.4    18.1       83.1        141.6     100.3     78.6       22.9     22.4     44.5
1965    23.1     22.8    25.8     25.4     26.1    31.7       136.7       187.9     224.7     116.9      51.0     28.7     75.2
1966    59.1     56.1    60.1     57.0     52.8    73.3       190.5       265.1     144.4     66.3       81.9     71.7     98.4

1967    38.9     36.7    36.0     31.6     31.9    46.3       156.3       184.3     193.9     148.8      34.4     2.64     78.6
1968    3.79     13.8    17.5     12.4     3.29    16.1       44.3        150.0     142.3     80.7       36.2     9.91     44.3
1969    18.3     25.0    29.2     44.5     60.1    83.2       148.8       143.1     51.9      17.2       4.61     3.06     52.3
1970    16.8     19.0    18.2     28.8     33.7    34.6       64.4        132.5     141.4     94.1       9.16     1.40     49.6
1971    2.86     13.6    20.0     25.4     31.9    39.6       53.9        40.4      38.5      32.2       13.4     34.8     28.8
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