05098700 HIDDEN ISLAND COULEE NEAR HANSBORO, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°57'10'', long 99°25'35", in SE1/4SW1/4 sec.11, T.163 N., R.68 W., Towner County, Hydrologic Unit 09020313, on right bank 400 ft downstream from bridge on county highway, and 2.5 mi west of Hansboro.
DRAINAGE AREA.--38 mi2, approximately.
PERIOD OF RECORD.--October 1961 to current year.
GAGE.--Water-stage recorder. Datum of gage is 1,615 ft above sea level, from topographic map. Prior to May 20, 1962, nonrecording gage 400 ft upstream at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 1,200 ft3/s, Apr. 23, 1979, gage height, 10.50 ft, from floodmark, backwater from ice; no flow at times.

Annual mean discharge

Annual mean discharge for 05098700 Hidden Island Coulee near Hansboro, 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      1.05      1981            0         m            0.070       0.21        2.92       0.18
November     0.538     1981            0         m            0.030       0.10        3.34       0.08
December     1.02      1983            0         m            0.030       0.18        5.47       0.08
January      0.012     1994            0         m            0           0           5.74       0
February     11.4      1981            0         m            0.350       1.98        5.74       0.90
March        77.5      1992            0         m            5.56        14.0        2.51       14.4
April        117       1974            0.003     1963         22.0        30.7        1.39       57.3
May          43.9      1974            0         m            4.44        9.31        2.09       11.6
June         9.34      1986            0         m            1.14        2.35        2.06       2.97
July         57.4      1993            0         m            3.09        10.5        3.41       8.04
August       17.1      1968            0         m            1.07        3.49        3.26       2.78
September    16.7      1968            0         m            0.640       2.92        4.55       1.67
Annual       13.8      1974            0.003     1977         3.19        3.25        1.02       100
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Annual flow duration

Annual flow duration for for 05098700 Hidden Island Coulee near Hansboro, 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       0.06    0.02    0       0       0       0       0       0       0     0
  75           0     0     0       0.08    0.04    0       0       0       0       0       0       0     0
  70           0     0     0       0.16    0.06    0       0       0       0       0       0       0     0
  65           0     0     0       0.44    0.08    0       0       0       0       0       0       0     0
  60           0     0     0       0.62    0.14    0       0       0       0       0       0       0     0
  55           0     0     0       1.20    0.18    0       0       0       0       0       0       0     0
  50           0     0     0       1.70    0.24    0.02    0       0       0       0       0       0     0
  45           0     0     0       3.53    0.43    0.03    0       0       0       0       0       0     0
  40           0     0     0       5.03    0.58    0.05    0       0       0       0       0       0     0
  35           0     0     0       6.68    0.77    0.09    0       0       0       0       0       0     0
  30           0     0     0       8.44    1.40    0.11    0.04    0       0       0       0       0     0
  25           0     0     0.20    13.2    1.80    0.19    0.10    0       0       0       0       0     0.06
  20           0     0     0.89    19.8    2.50    0.44    0.33    0       0       0       0       0     0.16
  15           0     0     4.57    28.9    4.86    0.98    1.00    0       0       0.08    0.02    0     0.62
  10           0     0     12.1    50.8    10.3    2.20    2.50    0.16    0.14    0.17    0.06    0     2.57
  5            0     0     33.0    101     24.9    5.36    10.6    1.90    2.40    0.29    0.14    0     10.7
______________________________________________________________________________________________________________________
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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          0.069         0.064         0.041          0.021
  0.95         1.05         7.40        1.03          0.834         0.540          0.295
  0.90         1.11         15.4        3.44          2.66          1.72           0.963
  0.80         1.25         35.2        12.1          8.92          5.74           3.31
  0.50         2            140         75.2          52.6          33.4           20.0
  0.20         5            433         238           165           103            62.6
  0.10         10           715         349           243           150            91.8
  0.04         25           1,140       461           323           197            121
  0.02         50           1,500       520           368           223            137
  0.01         100          1,870       563           400           242            149
  0.005        200          2,250       593           424           255            157
  0.002        500          2,760       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    0
0.10       10       ng      ng    ng    ng    ng    ng    ng    ng    0
0.20       5        ng      ng    ng    ng    ng    ng    ng    ng    0
0.50       2        ng      ng    ng    ng    ng    ng    ng    ng    0
____________________________________________________________________________________
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                   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   0     0    0
0.10           10           ng     ng    ng    ng            ng   0     0    0
0.20           5            ng     ng    ng    ng            ng   0     0    0
0.50           2            ng     ng    ng    ng            ng   0     0    0.033

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

0.05           20           ng     ng    ng    0             ng   ng    0    0
0.10           10           ng     ng    ng    0             ng   ng    0    0
0.20           5            ng     ng    ng    0             ng   ng    0    0
0.50           2            ng     ng    ng    0             ng   ng    0    0
_____________________________________________________________________________________
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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

1962     April 6    --         40.0         1979     April 23     10.50    1,200
1963     July 25      5.23     8.90         1980     April 3      7.51     90.0
1964     April 9    --         32.0         1981     February 21  7.65     95.0
1965     April 11     7.09     124          1982     March 30     8.01     214
1966     March 14     6.92     66.0         1983     April 2      7.99     155
1967     April 21     6.73     128          1984     March 24     7.70     264
1968     August 24    7.17     218          1985     March 17     7.69     60.0
1969     April 12     8.80     700          1986     June 21      7.45     276
1970     April 29     7.20     317          1987     April 5      8.14     281
1971     April 10     8.11     637          1988     April 4      6.12     4.60
1972     March 16     7.62     354          1989     April 8      6.23     66.0
1973     June 20      6.51     52.0         1990     April 3      5.79     5.10
1974     April 21     8.61     1,060        1991     August 6    -         6.00
1975     April 28     7.93     405          1992     March 29    -         264
1976     April 1      8.12     330          1993     July 19      8.30     355
1977     April 11     5.42     0.10         1994     March 24    -         224
1978     April 6      7.73     200

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

1979     April 23     10.50    1,200        1983     April 2      7.99     155
1974     April 21     8.61     1,060        1967     April 21     6.73     128
1969     April 12     8.80     700          1965     April 11     7.09     124
1971     April 10     8.11     637          1981     February 21  7.65     95.0
1975     April 28     7.93     405          1980     April 3      7.51     90.0
1993     July 19      8.30     355          1966     March 14     6.92     66.0
1972     March 16     7.62     354          1989     April 8      6.23     66.0
1976     April 1      8.12     330          1985     March 17     7.69     60.0
1970     April 29     7.20     317          1973     June 20      6.51     52.0
1987     April 5      8.14     281          1962     April 6    --         40.0
1986     June 21      7.45     276          1964     April 9    --         32.0
1984     March 24     7.70     264          1963     July 25      5.23     8.90
1992     March 29   --         264          1991     August 6   --         6.00
1994     March 24   --         224          1990     April 3      5.79     5.10
1968     August 24    7.17     218          1988     April 4      6.12     4.60
1982     March 30     8.01     214          1977     April 11     5.42     0.100
1978     April 6      7.73     200
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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]
__________________________________________________________________________________________________________________________________

Year    Oct.     Nov.     Dec.     Jan.     Feb.     March    April    May      June     July     Aug.     Sept.    Annual
__________________________________________________________________________________________________________________________________

1962    0        0        0        0        0        0        6.91     0.323    0.083    0        0        0        0.602
1963    0        0        0        0        0        0.023    0.003    0        0.457    0.016    0        0        0.041
1964    0        0        0        0        0        0        9.51     0.597    0.433    0.048    0.110    0.343    0.907
1965    0.248    0.010    0        0        0        0        26.4     16.9     2.78     4.95     0.071    0        4.29
1966    0        0        0        0        0        9.26     1.01     1.80     0.026    1.65     0.085    0        1.17

1967    0        0        0        0        0        2.58     14.6     2.83     0.008    0        0        0        1.66
1968    0        0        0        0        0        0.125    0.060    0.025    0.006    0        17.1     16.7     2.84
1969    0.505    0.184    0.046    0        0        0        88.4     1.51     0.037    0.788    0.002    0        7.53
1970    0        0        0        0        0        0.020    29.1     27.7     0.265    19.5     1.17     0.099    6.53
1971    0.009    0.013    0        0        0        0        57.5     1.91     3.70     12.4     0.325    0        6.27

1972    0.049    0.034    0        0        0        24.3     13.2     1.31     0.810    0.699    0.047    0        3.39
1973    0        0        0        0        0.004    0.940    0.032    0.076    8.17     1.81     0        0.690    0.971
1974    0.052    0.004    0        0        0        0        117.0    43.9     5.95     0        0.014    0        13.8
1975    0        0        0        0        0        0        71.1     9.15     0.653    0.047    0        0        6.68
1976    0        0        0        0        0        7.22     54.6     0.815    0.003    0        0        0        5.15

1977    0        0        0        0        0        0        0.031    0        0        0        0        0        0.003
1978    0        0        0        0        0        0        25.1     0.429    0.008    0        0        0        2.10
1979    0        0        0        0        0        0        92.0     15.8     0.661    0        0        0        8.96
1980    0        0        0        0        0        0        6.25     0.024    0        0        0.005    1.06     0.602
1981    1.05     0.538    0        0        11.4     4.82     0.291    2.19     1.89     0.038    0        0        1.78

1982    0        0        0        0        0        4.58     18.4     5.32     0.250    0.011    0        0        2.38
1983    0.096    0.117    1.02     0        0.002    2.84     30.7     2.91     0.173    1.30     0.001    0        3.24
1984    0        0        0        0        0        8.45     4.64     6.44     0.010    0        0        0        1.64
1985    0        0        0        0        0        15.1     1.28     0.053    0.021    0.012    0.006    0        1.40
1986    0.010    0        0        0        0        6.86     6.10     2.47     9.34     0.882    0.009    0        2.14

1987    0        0        0        0        0        5.68     23.6     0.087    0        0        7.31     0.008    3.05
1988    0        0        0        0        0        0        0.324    0.004    0        0        0        0        0.027
1989    0        0        0        0        0        0        4.00     0.064    0.009    0        0        0        0.335
1990    0        0        0        0        0        0.098    1.00     0.058    0.021    0        0        0        0.097
1991    0        0        0        0        0        0.116    0.180    0.242    0.034    0.103    0.082    0.028    0.066

1992    0.004    0.013    0.002    0        0        77.5     11.7     0.939    0.012    0        0        0        7.61
1993    0        0        0        0        0        4.47     6.95     0.423    1.81     57.4     8.90     2.23     6.95
1994    0.317    0.067    0.003    0.012    0        8.36     4.50     0.374    0.071    0.347    0.001    0        1.18
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