05092200 PEMBINA COUNTY DRAIN 20 NEAR GLASSTON, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°41'49'', long 97°23'03", in NW1/4 sec.8, T.160 N., R.52 W., Pembina County, Hydrologic Unit 09020311, on left bank 50 ft downstream from bridge on county highway, and 3 mi southeast of Glasston.
DRAINAGE AREA.--80 mi2.
PERIOD OF RECORD.--October 1971 to September 1986. Seasonal records only since 1983.
GAGE.--Water-stage recorder. Datum of gage is 808 ft above sea level, from topographic map.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 940 ft3/s, Apr. 20, 1979, gage height, 9.3 ft; maximum gage height, 14.64 ft, Apr. 19, 1979, backwater from ice; no flow most of time.

Annual mean discharge

Annual mean discharge for 05092200 Pembina County Drain 20 near Glasston, North Dakota

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                              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      0.224     1981            0         m            0.030       0.07        2.40       0.11
November     0.125     1981            0         m            0.010       0.04        3.32       0.04
December     0         m               0         m            0           0           ng         0
January      0         m               0         m            0           0           ng         0
February     0         m               0         m            0           0           ng         0
March        7.92      1985            0         m            2.03        2.54        1.26       7.83
April        124       1979            0         m            19.6        32.5        1.66       75.7
May          38.1      1974            0         m            3.21        9.74        3.03       12.4
June         2.36      1983            0         m            0.370       0.64        1.73       1.43
July         6.17      1986            0         m            0.450       1.58        3.53       1.74
August       1.27      1985            0         m            0.100       0.32        3.15       0.40
September    0.670     1985            0         m            0.080       0.18        2.29       0.31
Annual       10.6      1979            0.005     1977         2.29        3.37        1.47       100
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Annual flow duration

Annual flow duration for 05092200 Pembina County Drain 20 near Glasston, North Dakota

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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       0       0       0       0       0       0       0       0       0     0
  90           0     0     0       0       0       0       0       0       0       0       0       0     0
  85           0     0     0       0       0       0       0       0       0       0       0       0     0
  80           0     0     0       0       0       0       0       0       0       0       0       0     0
  75           0     0     0       0       0       0       0       0       0       0       0       0     0
  70           0     0     0       0       0       0       0       0       0       0       0       0     0
  65           0     0     0       0       0       0       0       0       0       0       0       0     0
  60           0     0     0       0       0       0       0       0       0       0       0       0     0
  55           0     0     0       0.16    0       0       0       0       0       0       0       0     0
  50           0     0     0       0.43    0       0       0       0       0       0       0       0     0
  45           0     0     0       0.86    0       0       0       0       0       0       0       0     0
  40           0     0     0       1.20    0       0       0       0       0       0       0       0     0
  35           0     0     0       1.70    0       0       0       0       0       0       0       0     0
  30           0     0     0       3.34    0.02    0       0       0       0       0       0       0     0
  25           0     0     0       6.90    0.25    0.02    0       0       0       0       0       0     0
  20           0     0     0       15.3    0.61    0.09    0       0       0       0       0       0     0
  15           0     0     0.37    24.8    1.50    0.36    0       0       0       0       0       0     0
  10           0     0     4.32    49.7    2.70    0.70    0.07    0       0.09    0.08    0       0     0.22
  5            0     0     17.4    92.3    13.8    1.40    0.43    0.21    0.44    0.16    0.03    0     1.70
______________________________________________________________________________________________________________________
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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         ng          0.029         0.014         0.005          0.005
  0.95         1.05         ng          0.449         0.250         0.112          0.085
  0.90         1.11         15.7        1.60          0.946         0.467          0.310
  0.80         1.25         28.8        6.21          3.90          2.11           1.24
  0.50         2            85.6        50.0          33.7          19.8           10.4
  0.20         5            232         219           151           88.2           46.5
  0.10         10           376         384           264           149            81.7
  0.04         25           614         609           415           224            129
  0.02         50           830         768           517           271            163
  0.01         100          1,080       909           607           308            192
  0.005        200          1,360       1,030         682           338            218
  0.002        500          1,780       ng            ng            ng             ng
__________________________________________________________________________________________________
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                    Probability of occurrence of annual low discharges
                                [ng, statistic not given]
____________________________________________________________________________________

                                     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        ng    ng    ng    ng    ng    ng    ng    ng    ng
0.10       10        ng    ng    ng    ng    ng    ng    ng    ng    ng
0.20       5         ng    ng    ng    ng    ng    ng    ng    ng    ng
0.50       2         ng    ng    ng    ng    ng    ng    ng    ng    ng
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                   Probability of occurrence of seasonal low discharges
                               [ng, statistic not given]
_____________________________________________________________________________________

                                         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           ng    ng    ng    ng            ng    ng    ng    0
0.10           10           ng    ng    ng    ng            ng    ng    ng    0
0.20           5            ng    ng    ng    ng            ng    ng    ng    0
0.50           2            ng    ng    ng    ng            ng    ng    ng    0

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

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

1972     April 13    6.02     85.0         1980      March 30    8.92     40.0
1973     June 19     3.94     4.60         1981      April 1     6.53     80.0
1974     April 23    7.19     212          1982      April 13  --         90.0
1975     April 30    5.70     73.0         1983      April 4     7.95     166
1976     April 3     7.10     268          1984      March 29    8.66     88.0
1977     July 2      4.72     2.20         1985      March 14    11.25    59.0
1978     March 27    11.60    73.0         1986      July 12     7.50     90.0
1979     April 20    9.30     940

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

1979     April 20    9.30     940          1981      April 1     6.53     80.0
1976     April 3     7.10     268          1975      April 30    5.70     73.0
1974     April 23    7.19     212          1978      March 27    11.60    73.0
1983     April 4     7.95     166          1985      March 14    11.25    59.0
1982     April 13  --         90.0         1980      March 30    8.92     40.0
1986     July 12     7.50     90.0         1973      June 19     3.94     4.60
1984     March 29    8.66     88.0         1977      July 2      4.72     2.20
1972     April 13    6.02     85.0
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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
__________________________________________________________________________________________________________________________________

1972    0        0        0     0     0     0        7.93     0        0        0        0        0        0.650
1973    0        0        0     0     0     0.214    0        0        0.242    0        0        0        0.038
1974    0        0        0     0     0     0        44.7     38.1     0.436    0        0        0        6.95
1975    0        0        0     0     0     0        10.0     3.88     0        0        0        0        1.16
1976    0        0        0     0     0     0.355    24.2     0        0        0        0        0        2.02

1977    0        0        0     0     0     0        0        0.003    0.001    0.014    0        0.047    0.005
1978    0.049    0        0     0     0     5.35     7.46     0.031    0        0        0        0.057    1.08
1979    0        0        0     0     0     0        123.8    3.55     0.811    0.078    0.119    0.107    10.6
1980    0        0        0     0     0     1.58     1.68     0        0.014    0        0.079    0.329    0.306
1981    0.224    0.125    0     0     0     2.24     3.95     0.147    1.06     0.044    0.012    0        0.648

1982    0.035    0        0     0     0     1.39     18.4     0.279    0.173    0.326    0        0        1.70
1983  --       --       --    --    --      3.62     45.4     0.050    2.36     0.071    0        0      --
1984  --       --       --    --    --      1.82     1.38     0.003    0.409    0        0        0      --
1985  --       --       --    --    --      7.92     1.13     0.055    0.006    0.036    1.27     0.670  --
1986  --       --       --    --    --      5.90     4.09     2.10     0.051    6.17     0.066    0      --
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