05089500 CART CREEK AT MOUNTAIN, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 48°40'37'', long 97°51'41", in SW1/4 sec.15, T.160 N., R.56 W., Pembina County, Hydrologic Unit 09020310, on right bank 50 ft downstream from bridge on State Highway 32, and 0.7 mi south of Mountain.
DRAINAGE AREA.--16.9 mi2.
PERIOD OF RECORD.--June 1954 to September 1984.
GAGE.--Water-stage recorder and wooden control. Datum of gage is 1,027.40 ft above sea level.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 1,300 ft3/s, June 18, 1964, gage height, 9.18 ft; maximum gage height, 9.51 ft, Apr. 19, 1979; no flow at times in some years.

Annual mean discharge

Annual mean discharge for 05089500 Cart Creek at Mountain, 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      4.20      1981            0         m            0.680       0.95        1.41       2.02
November     2.10      1981            0         m            0.460       0.44        0.97       1.36
December     2.54      1983            0         m            0.260       0.49        1.92       0.76
January      0.684     1965            0         m            0.110       0.20        1.84       0.32
February     1.69      1983            0         m            0.190       0.43        2.32       0.56
March        19.8      1983            0         m            3.32        4.55        1.37       9.92
April        55.6      1979            0.940     1961         17.8        15.0        0.84       53.1
May          21.0      1974            0.294     1961         5.70        5.84        1.02       17.0
June         25.5      1964            0.013     1961         3.12        4.84        1.55       9.31
July         3.20      1966            0         1961         0.800       0.86        1.08       2.39
August       3.37      1980            0         m            0.460       0.81        1.77       1.37
September    5.39      1980            0         m            0.610       1.13        1.83       1.83
Annual       6.00      1974            0.311     1961         2.78        1.61        0.58       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05089500 Cart Creek at Mountain, North Dakota

----------------------------------------------------------------------------------------------------------------------
                              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       0.10    0.28    0.04    0       0       0       0       0       0       0
  90           0       0       0       0.50    0.47    0.14    0       0       0       0       0       0       0
  85           0       0       0       0.70    0.47    0.19    0       0       0       0       0       0       0
  80           0       0       0       0.97    0.79    0.26    0       0       0       0.06    0.09    0       0
  75           0       0       0       1.30    0.79    0.34    0.02    0       0       0.10    0.13    0       0
  70           0       0       0       1.90    1.00    0.46    0.08    0       0       0.15    0.19    0       0
  65           0       0       0       2.63    1.00    0.46    0.10    0       0       0.19    0.19    0       0.07
  60           0       0       0.04    3.38    1.30    0.62    0.16    0       0       0.23    0.22    0       0.10
  55           0       0       0.10    4.01    1.70    0.84    0.16    0       0       0.29    0.27    0.03    0.19
  50           0       0       0.10    4.57    1.70    0.84    0.26    0       0.05    0.37    0.32    0.10    0.26
  45           0       0       0.18    5.66    2.30    1.10    0.26    0       0.16    0.37    0.39    0.10    0.26
  40           0       0       0.18    7.55    2.90    1.10    0.34    0.07    0.16    0.46    0.47    0.12    0.36
  35           0       0       0.24    8.82    4.02    1.50    0.44    0.09    0.26    0.46    0.47    0.19    0.50
  30           0.06    0.06    0.43    12.1    5.13    2.00    0.56    0.19    0.33    0.57    0.47    0.19    0.70
  25           0.10    0.10    1.00    16.5    5.80    2.00    0.73    0.24    0.42    0.57    0.56    0.30    0.97
  20           0.21    0.18    1.80    21.1    7.09    2.70    0.93    0.31    0.53    0.57    0.67    0.38    1.30
  15           0.28    0.27    4.82    27.6    9.52    4.07    1.20    0.50    0.67    0.89    0.67    0.38    1.90
  10           0.38    0.33    9.70    41.1    13.2    5.28    1.50    0.64    0.84    1.10    0.81    0.48    4.50
  5            0.60    0.50    17.9    78.4    21.0    8.41    2.60    1.30    1.70    1.40    1.20    0.75    11.1
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                      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         11.4        4.84          2.95          1.58           1.12
  0.95         1.05         28.9        11.2          7.32          4.40           3.02
  0.90         1.11         46.2        17.2          11.4          7.15           4.81
  0.80         1.25         79.1        28.1          18.9          12.2           8.04
  0.50         2            204         67.6          44.7          29.0           18.3
  0.20         5            475         150           92.8          56.9           34.6
  0.10         10           710         221           129           75.4           45.0
  0.04         25           1,060       325           178           97.2           56.8
  0.02         50           1,350       413           215           112            64.5
  0.01         100          1,660       507           252           125            71.3
  0.005        200          1,990       609           288           136            77.2
  0.002        500          2,460       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    0    0    0    0    0        0
0.10       10       ng    ng    ng    0    0    0    0    0        0
0.20       5        ng    ng    ng    0    0    0    0    0        0.039
0.50       2        ng    ng    ng    0    0    0    0    0.072    0.175
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                   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
0.10           10            0    0    0    0             0    0    0       0
0.20           5             0    0    0    0             0    0    0       0.100
0.50           2             0    0    0    0             0    0    0.041   0.598

                               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    0.042         0    0    0       0.153
_____________________________________________________________________________________
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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

1954     June 21        3.63     64.0       1970     April 25      7.45     603
1955     April 1        6.88     392        1971     April 9       5.63     337
1956     April 26       5.96     340        1972     March 16      4.85     230
1957     September 2    3.83     146        1973     March 24      2.69     36.0
1958     July 4         2.43     27.0       1974     April 13      8.10     220
1959     April 2        5.63     160        1975     April 28      2.85     49.0
1960     April 11       7.42     570        1976     June 12       3.88     188
1961     March 21       3.28     30.0       1977     May 29        4.93     267
1962     August 10      6.22     422        1978     April 6       4.97     380
1963     June 3         4.94     218        1979     April 19      9.51     734
1964     June 18        9.18     1,300      1980     April 3       3.38     74.0
1965     April 10       8.22     927        1981     March 27      3.28     62.0
1966     May 4          6.26     329        1982     May 18        3.80     165
1967     May 6          3.96     205        1983     March 30    --         215
1968     May 15         3.01     126        1984     March 26      3.04     22.0
1969     April 9        7.80     528

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

1964     June 18      --         1,300      1983     March 30    --         215
1965     April 10       8.22     927        1967     May 6         3.96     205
1979     April 19       9.51     734        1976     June 12       3.88     188
1970     April 25       7.45     603        1982     May 18        3.80     165
1960     April 11       7.42     570        1959     April 2       5.63     160
1969     April 9        7.80     528        1957     September 2   3.83     146
1962     August 10      6.22     422        1968     May 15        3.01     126
1955     April 1        6.88     392        1980     April 3       3.38     74.0
1978     April 6        4.97     380        1954     June 21       3.63     64.0
1956     April 26       5.96     340        1981     March 27      3.28     62.0
1971     April 9        5.63     337        1975     April 28      2.85     49.0
1966     May 4          6.26     329        1973     March 24      2.69     36.0
1977     May 29         4.93     267        1961     March 21      3.28     30.0
1972     March 16       4.85     230        1958     July 4        2.43     27.0
1974     April 13       8.10     220        1984     March 26      3.04     22.0
1963     June 3         4.94     218
_____________________________________________________________________________________
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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
__________________________________________________________________________________________________________________________________

1954    --       --       --       --       --         --        --       --       --       0.568    0.065    0.257    --
1955    0.445    0.397    0.139    0        0.004      5.89     21.3      1.86     1.52     0.281    0        0        2.64
1956    0.348    0.140    0.187    0.226    0.262      0.106    32.7      16.8     3.37     1.46     0.810    0.857    4.75
1957    0.671    1.04     0.235    0.052    0          6.54     2.07      2.35     1.55     0.458    0.058    2.86     1.50
1958    0.616    0.573    0.384    0        0.079      0.465    1.19      0.526    0.347    0.816    0        0        0.418

1959    0        0.013    0        0        0          1.26     14.5      2.60     0.527    0.052    0        0        1.57
1960    0        0        0        0        0          0.677    32.2      2.39     0.623    0.019    0        0        2.95
1961    0        0        0        0        0          2.45     0.940     0.294    0.013    0        0        0        0.311
1962    0        0        0        0        0          0.006    28.5      9.55     8.37     1.09     2.10     0.273    4.14
1963    0.600    0.610    0.145    0        0          2.57     1.74      1.75     8.64     1.98     0.035    0        1.50

1964    0.116    0.280    0.165    0.100    0.100      0.100    11.1      3.46     25.5     2.51     0.242    1.62     3.74
1965    1.15     0.750    0.526    0.684    0.354      0.316    42.9      10.3     5.96     1.27     0.706    2.09     5.54
1966    1.63     1.15     1.10     0.586    0.629      6.02     18.0      16.9     2.94     3.20     1.54     0.457    4.53
1967    0.844    0.528    0.486    0.514    0.406      5.62     15.5      17.1     1.99     0.428    0.047    0.093    3.65
1968    0.384    0.593    0.076    0        0          5.78     3.41      4.58     1.10     0.744    0.714    0.523    1.50

1969    0.501    0.473    0.039    0        0          0        36.6      1.90     0.998    0.405    0.027    0        3.38
1970    0.234    0.279    0.079    0        0.002      0.027    27.4      10.1     2.29     0.670    0.020    0.046    3.41
1971    0.218    0.262    0.009    0        0          0.195    26.8      1.73     7.02     3.08     0.189    0.252    3.29
1972    0.441    0.619    0.049    0        0          13.5     14.5      2.26     0.280    0.162    0.052    0.019    2.66
1973    0.152    0.175    0        0        0          8.30     1.18      0.936    0.563    0.030    0.014    0.159    0.972

1974    1.05     0.228    0.071    0.010    0.005      0        45.2      21.0     3.22     0.663    0.385    0.332    6.00
1975    0.461    0.435    0.137    0.060    0.045      0.354    11.5      3.98     1.16     0.102    0        0        1.51
1976    0.095    0.122    0.003    0        0.121      0.516    14.0      0.770    3.35     0.073    0        0        1.56
1977    0        0.006    0        0        0          0.873    2.50      2.24     0.304    0.847    0.002    1.50     0.690
1978    0.895    0.267    0.323    0.245    0.200      1.63     31.0      7.62     1.10     0.475    0        0.031    3.63

1979    0.165    0.096    0        0        0          0        55.6      11.0     1.97     0.559    2.05     1.09     5.99
1980    0.557    0.529    0.122    0        0          0.717    11.1      0.760    0.347    0.254    3.37     5.39     1.92
1981    4.20     2.10     0.459    0.331    1.68       6.19     4.44      4.36     3.91     0.657    1.26     0.665    2.53
1982    3.54     0.921    0.339    0        0          6.36     6.49      8.02     2.95     1.52     0.505    0.346    2.60
1983    0.670    0.723    2.54     0.428    1.69       19.8     14.7      2.93     1.15     0.299    0        0.193    3.77
1984    0.335    0.367    0.055    0        0.027      3.46     4.69      1.04     0.475    0.161    0        0        0.883
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