05095500 TWO RIVERS BELOW HALLOCK, MN


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°46'50'', long 97°02'25", in NE1/4SE1/4 sec.7, T.161 N., R.49 W., Kittson County, Hydrologic Unit 09020312, on downstream side of highway bridge, 4 mi west of Hallock and 5 mi upstream from North Branch Two Rivers.
DRAINAGE AREA.--644 mi2.
PERIOD OF RECORD.--March 1945 to September 1955.
GAGE.--Chain gage. Datum of gage is 780 ft, from topographic map.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 3,690 ft3/s, May 13, 1950, gage height, 25.78 ft, from graph based on gage readings, backwater from Red River of the North; no flow at times in many years.

Annual mean discharge

Annual mean discharge for 05095500 Two Rivers below Hallock, 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      168       1951          0.171      1949           28.3        51.1        1.80       2.30
November     25.9      1948          0.570      1954           11.3        9.88        0.87       0.92
December     12.0      1948          0.261      1954           5.04        4.45        0.88       0.41
January      8.40      1951          0.048      1953           2.24        2.98        1.33       0.18
February     6.61      1953          0          1949           2.13        2.41        1.13       0.17
March        299       1945          0.448      1955           49.7        104         2.08       4.04
April        900       1951          30.0       1953           436         304         0.70       35.4
May          2,520     1950          6.79       1952           378         732         1.93       30.7
June         612       1950          4.42       1952           198         230         1.16       16.1
July         354       1950          0.913      1952           80.2        127         1.58       6.52
August       108       1948          0.910      1952           21.4        32.5        1.52       1.74
September    85.1      1950          0          1952           17.7        29.8        1.68       1.44
Annual       377       1950          12.2       1953           103         107         1.05       100
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Annual flow duration

Annual flow duration for 05095500 Two Rivers below Hallock, 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           0       0       0       3.58     6.31     1.70    0.10    0       0       0       0.47    0.18    0
  90           0.10    0       0       6.87     9.67     4.72    1.90    0.32    0.10    0.10    0.64    0.18    0.19
  85           0.10    0       0.20    22.1     18.1     8.22    2.50    0.41    0.20    0.34    1.00    0.38    0.26
  80           0.10    0       0.26    46.0     25.9     12.6    3.91    0.65    0.50    0.55    1.40    0.45    0.49
  75           0.10    0.10    0.33    71.9     31.6     20.2    4.69    0.65    0.63    0.70    1.90    0.60    0.67
  70           0.20    0.10    0.33    90.7     37.1     28.9    5.70    1.30    0.99    0.89    2.30    0.81    1.20
  65           0.20    0.10    0.55    120      45.7     36.6    6.41    1.70    1.20    1.40    3.10    1.10    1.70
  60           0.30    0.20    1.50    160      51.8     44.7    8.68    2.10    1.20    1.40    3.70    1.50    3.36
  55           0.30    0.20    1.90    242      57.8     53.2    11.1    2.70    1.60    1.90    6.98    2.30    4.19
  50           0.39    0.20    2.50    293      73.3     69.9    14.3    3.40    2.00    2.40    8.41    3.60    5.30
  45           0.45    0.20    3.20    338      101      91.7    17.8    5.84    3.10    3.00    10.4    4.20    8.62
  40           0.89    0.27    3.20    379      131      110     21.2    9.47    3.90    10.5    12.6    4.90    11.8
  35           1.70    1.70    4.27    419      178      131     28.4    18.1    6.37    16.5    13.9    7.32    16.5
  30           3.00    2.80    4.79    469      239      161     39.3    23.8    8.80    21.9    15.2    8.20    24.3
  25           3.50    2.80    5.67    561      312      253     62.5    27.7    12.5    26.5    16.7    9.08    36.4
  20           4.50    3.40    7.43    684      395      363     98.1    34.1    16.2    32.2    18.4    10.4    64.5
  15           6.00    4.00    13.3    843      575      489     176     44.8    25.6    50.0    21.4    11.9    121
  10           7.71    4.70    66.2    1,060    1,090    656     297     60.7    52.0    98.5    27.4    12.7    260
  5            0       7.55    457     1,540    2,430    871     448     83.5    120     163     33.6    13.5    553
______________________________________________________________________________________________________________________
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                      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         92.1        72.5          63.1          44.2           33.1
  0.95         1.05         194         167           147           107            77.2
  0.90         1.11         282         253           225           166            119
  0.80         1.25         434         406           364           278            198
  0.50         2            932         919           846           686            500
  0.20         5            1,840       1,870         1,770         1,540          1,180
  0.10         10           2,560       2,610         2,510         2,280          1,820
  0.04         25           3,540       3,600         3,540         3,350          2,810
  0.02         50           4,310       4,370         4,350         4,240          3,700
  0.01         100          5,110       5,150         5,180         5,200          4,700
  0.005        200          5,940       5,940         6,030         6,210          5,820
  0.002        500          7,060       ng            ng            ng             ng
__________________________________________________________________________________________________
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                        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       0       0       0        0       0       0.130   0.223   0.482
0.10       10       0       0       0       0        0       0       0.183   0.354   0.766
0.20       5        0       0       0       0        0       0.055   0.286   0.608   1.36
0.50       2        0.080   0.083   0.107   0.116    0.153   0.262   0.739   1.62    4.17
____________________________________________________________________________________________
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                       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       0       0       0          0       0       0       0.273
0.10           10           0       0       0       0          0       0       0       0.426
0.20           5            0       0       0       0          0.066   0.072   0.075   0.789
0.50           2            0.160   0.180   0.188   0.229      0.989   1.10    1.27    3.31

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

0.05           20           0       0       0       0          0       0       0       0
0.10           10           0.094   0.094   0.118   0.469      0       0       0       0
0.20           5            0.314   0.351   0.477   1.22       0       0       0.046   0.265
0.50           2            1.32    1.74    2.44    4.48       0.461   0.650   0.863   1.77
_____________________________________________________________________________________________
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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

1945     March 28  --         856            1951    April 17    15.64    1,350
1946     March 26    11.07    670            1952    April 14    10.24    392
1947     June 19     14.74    1,280          1953    June 8      5.42     146
1948     April 26    22.84    2,270          1954    June 19     10.80    553
1949     April 15    14.47    1,040          1955    June 13     12.97    902
1950     May 13      25.78    3,690

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

1950     May 13      25.78    3,690          1945    March 28  --         856
1948     April 26    22.84    2,270          1946    March 26    11.07    670
1951     April 17    15.64    1,350          1954    June 19     10.80    553
1947     June 19     14.74    1,280          1952    April 14    10.24    392
1949     April 15    14.47    1,040          1953    June 8      5.42     146
1955     June 13     12.97    902
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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
__________________________________________________________________________________________________________________________________

1945  --       --       --       --       --         299.2    456.0    268.5    58.5     21.7     4.81     68.9  --
1946    39.0     14.2     4.09     0.439    0.189    212.1    286.7    44.0     8.11     9.62     1.35     4.67    52.2
1947    3.25     6.43     8.48     6.46     3.68     6.75     184.2    36.2     587.9    106.3    38.1     12.3    82.7
1948    29.5     25.9     12.0     2.43     0.059    0.790    829.6    535.0    99.4     300.9    107.7    2.98    162.2
1949    0.171    1.70     4.88     0.639    0        0.674    505.9    76.3     59.1     7.05     21.4     1.95    56.2

1950    12.7     21.7     6.55     3.36     2.53     1.88     826.7    2,523    612.5    354.3    44.4     85.1    377.4
1951    168.3    25.2     11.4     8.40     5.41     10.6     899.5    400.0    52.6     5.34     2.18     2.63    132.4
1952    25.1     10.5     1.03     0.335    2.02     3.76     124.3    6.79     4.42     0.913    0.910    0       14.9
1953    0.416    4.09     0.368    0.048    6.61     6.68     30.0     22.2     70.1     4.03     1.94     1.41    12.2
1954    3.51     0.570    0.261    0.100    0.568    4.25     209.6    158.0    217.8    14.0     7.14     5.77    51.6

1955    1.38     2.77     1.34     0.206    0.207    0.448    441.7    91.0     412.2    57.9     4.99     8.70    84.5
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