05100500 HERZOG CREEK NEAR CONCRETE, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°45'13'', long 97°54'22", in SE1/4 sec.20, T.161 N., R.56 W., Pembina County, Hydrologic Unit 09020313, on left bank 1.7 mi northeast of Concrete and 1.7 mi upstream from mouth.
DRAINAGE AREA.--18.9 mi2.
PERIOD OF RECORD.--June 1954 to September 1977.
GAGE.--Water-stage recorder and concrete control. Datum of gage is 1,108.95 ft above mean sea level (levels by Soil Conservation Service). Prior to Sept. 15, 1971, recording gage at site 0.5 mi downstream at same datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge observed, 260 ft3/s, Apr. 2, 1955, gage height, 9.74 ft, from floodmarks, backwater from ice; maximum gage height, 12.59 ft, Mar. 25, 1976, backwater from ice; no flow at times each year.

Annual mean discharge

Discharge

----------------------------------------------------------------------------------------------------------
                              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      8.80      1974            0         m            1.76        2.64        1.50       4.70
November     2.20      1972            0         m            0.550       0.69        1.25       1.48
December     1.80      1963            0         m            0.160       0.37        2.37       0.42
January      1.04      1963            0         m            0.060       0.22      3.76         0.15
February     0.343     1958            0         m            0.030       0.08        3.11       0.07
March        11.6      1966            0         m            1.38        2.83        2.05       3.69
April        48.6      1971            0.050     1973         19.4        16.6        0.86       51.7
May          37.7      1974            0         1961         8.94        11.4        1.27       23.9
June         10.2      1962            0         1961         2.83        3.09        1.09       7.55
July         5.48      1966            0         m            1.23        1.64        1.33       3.29
August       2.27      1964            0         m            0.240       0.52        2.17       0.64
September    6.73      1972            0         m            0.920       1.79        1.93       2.47
Annual       7.41      1956            0.018     1961         3.11        2.28        0.73       100
__________________________________________________________________________________________________________

Annual flow duration

Discharge

----------------------------------------------------------------------------------------------------------------------
                              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       0.02    0       0       0       0       0       0       0       0
  85           0       0       0       0.08    0.09    0.03    0       0       0       0       0       0       0
  80           0       0       0       0.10    0.09    0.04    0       0       0       0       0       0       0
  75           0       0       0       0.19    0.20    0.08    0       0       0       0       0       0       0
  70           0       0       0       0.34    0.27    0.10    0.03    0       0       0       0.05    0       0
  65           0       0       0       0.60    0.46    0.13    0.03    0       0       0       0.10    0       0
  60           0       0       0       1.10    1.00    0.16    0.03    0       0       0.03    0.10    0       0
  55           0       0       0       1.90    1.40    0.27    0.08    0       0       0.07    0.10    0       0.02
  50           0       0       0       4.15    1.80    0.34    0.10    0       0       0.09    0.12    0.02    0.03
  45           0       0       0       7.54    2.40    0.44    0.10    0       0       0.18    0.18    0.02    0.10
  40           0       0       0       11.4    4.87    0.57    0.16    0.02    0.02    0.18    0.18    0.04    0.10
  35           0       0       0       15.4    6.03    1.20    0.16    0.02    0.03    0.29    0.18    0.06    0.19
  30           0       0       0.03    21.5    7.71    1.60    0.27    0.03    0.07    0.29    0.27    0.09    0.25
  25           0       0       0.10    29.7    8.98    2.60    0.45    0.04    0.09    0.46    0.40    0.09    0.45
  20           0.02    0       0.17    37.4    13.1    4.30    0.75    0.09    0.24    0.59    0.50    0.09    1.10
  15           0.03    0.02    0.48    47.2    18.6    5.80    1.20    0.16    1.10    1.50    0.92    0.18    2.60
  10           0.04    0.02    1.30    63.0    31.0    8.62    3.72    0.43    1.70    6.51    1.40    0.26    6.47
  5            0.09    0.09    6.60    89.5    49.2    14.3    5.27    1.70    4.38    11.6    3.10    0.54    17.7
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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           0.248        0.182         0.124          0.095
  0.95         1.05         13.3         2.21         1.57          1.03           0.688
  0.90         1.11         20.1         5.71         4.05          2.64           1.69
  0.80         1.25         32.0         14.9         10.7          7.05           4.38
  0.50         2            70.5         54.9         41.7          29.0           18.1
  0.20         5            137          112          92.2          69.8           46.9
  0.10         10           185          135          117           93.0           65.8
  0.04         25           247          152          137           114            85.5
  0.02         50           293          158          146           124            96.7
  0.01         100          337          162          151           132            105
  0.005        200          379          164          154           136            112
  0.002        500          434          ng           ng            ng             ng
__________________________________________________________________________________________________
------------------------------------------------------------------------------------
                    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     0     0        0
0.10       10       ng      ng    ng    ng     ng    ng     0     0        0
0.20       5        ng      ng    ng    ng     ng    ng     0     0        0.034
0.50       2        ng      ng    ng    ng     ng    ng     0     0.016    0.203
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                   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           0       ng    0    0             ng    0    0    0
0.10           10           0       ng    0    0             ng    0    0    0
0.20           5            0       ng    0    0             ng    0    0    0
0.50           2            0       ng    0    0             ng    0    0    0.036

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

0.05           20           0       0     0    0             0     0    0    0
0.10           10           0       0     0    0             0     0    0    0
0.20           5            0       0     0    0             0     0    0    0
0.50           2            0       0     0    0.022         0     0    0    0
_____________________________________________________________________________________
-------------------------------------------------------------------------------------
               Annual peak discharge and corresponding gage height
_____________________________________________________________________________________

                     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

1955     April 2     9.74     260           1967    May 7         6.52     94.0
1956     April 25    8.38     243           1968    June 25       3.61     8.60
1957     March 21    7.54     90.0          1969    April 10      7.29     129
1958     March 26    5.22     20.0          1970    April 25      6.65     106
1959     April 6     4.79     35.0          1971    April 9       7.92     128
1960     April 13    6.66     100           1972    April 14      10.29    94.0
1961     April 1     3.12     2.00          1973    August 9      9.89     16.0
1962     April 20    6.67     102           1974    April 20      10.85    122
1963     July 26     5.81     63.0          1975    April 29      10.27    53.0
1964     June 19     5.25     46.0          1976    April 6       10.64    44.0
1965     April 11    7.41     115           1977    October 26    9.83     36.0
1966     May 5       6.24     79.0

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

1955     April 2     9.74     260           1966    May 5         6.24     79.0
1956     April 25    8.38     243           1963    July 26       5.81     63.0
1969     April 10    7.29     129           1975    April 29      10.27    53.0
1971     April 9     7.92     128           1964    June 19       5.25     46.0
1974     April 20    10.85    122           1976    April 6       10.64    44.0
1965     April 11    7.41     115           1977    October 26    9.83     36.0
1970     April 25    6.65     106           1959    April 6       4.79     35.0
1962     April 20    6.67     102           1958    March 26      5.22     20.0
1960     April 13    6.66     100           1973    August 9      9.89     16.0
1967     May 7       6.52     94.0          1968    June 25       3.61     8.60
1972     April 14    10.29    94.0          1961    April 1       3.12     2.00
1957     March 21    7.54     90.0
_____________________________________________________________________________________

---------------------------------------------------------------------------------------------------------------------------------
                             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
__________________________________________________________________________________________________________________________________

1954  --       --       --       --       --       --       --       --       --         0.332    0.677    2.37   --
1955    0.348    0.110    0.103    0        0        0.274    31.6     1.78     3.69     4.25     0        0        3.49
1956    2.42     0.207    0.100    0.123    0.183    0.106    47.9     31.7     5.06     0.868    0.303    0.290    7.41
1957    0.200    0.880    0.103    0.010    0.007    7.61     3.01     1.83     1.22     0.123    0        0.010    1.26
1958    0        0        0.323    0.006    0.343    2.76     1.20     0.106    0.123    0.535    0.016    0        0.453

1959    0.052    0.060    0        0        0        0.468    10.9     4.29     1.41     0.506    0        0        1.47
1960    0        0.023    0        0        0        0.006    31.0     2.50     0.107    0        0        0        2.76
1961    0        0        0        0        0        0.023    0.197    0        0        0        0        0        0.018
1962    0        0        0        0        0        0        20.4     13.3     10.2     3.18     0.490    1.91     4.12
1963    1.65     2.02     1.80     1.04     0        1.23     0.223    0.103    5.39     3.77     0.074    5.58     1.91

1964    0.394    0.137    0.039    0        0        0.010    6.75     7.31     4.51     2.25     2.27     1.45     2.09
1965    3.86     0.270    0.268    0.023    0        0        34.8     12.5     7.53     2.19     0.148    0.850    5.18
1966    1.06     1.23     0.302    0.039    0        11.6     20.9     18.7     0.446    5.48     0.131    0.003    5.03
1967    2.69     1.88     0.022    0.020    0.020    2.53     21.6     23.9     0.207    0.029    0        0        4.43
1968    0.016    0.726    0.050    0        0        1.20     2.70     2.91     2.76     1.19     1.27     0.362    1.10

1969    0.492    0.455    0        0        0        0.052    40.2     4.40     0.104    0.208    0        0        3.79
1970    1.89     0.067    0.307    0        0        0        37.8     29.0     4.15     0.087    0.021    0.028    6.12
1971    6.13     0.582    0.011    0        0        0        48.6     5.04     9.39     3.58     0.030    0.028    6.07
1972    0.027    2.20     0.066    0.004    0        3.22     22.4     2.07     0.153    0.085    0.063    6.73     3.05
1973    0.209    0.139    0.002    0        0        0.455    0.050    0.029    0.042    0.014    0.130    0.010    0.091

1974    8.80     1.24     0.069    0.025    0.015    0.008    37.6     37.7     2.00     0.068    0.068    0.011    7.33
1975    8.37     0.273    0.018    0        0        0.002    6.39     4.38     2.08     0.811    0.046    0.003    1.88
1976    0.053    0.083    0.049    0.031    0.017    0.173    19.0     1.99     4.46     0.048    0.027    2.25     2.32
1977    1.82     0.167    0        0        0        0.043    0.095    0.017    0.002    0.002    0.001    0.287    0.205
__________________________________________________________________________________________________________________________________

 


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