05059000 SHEYENNE RIVER NEAR KINDRED, ND


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 46°37'54'', long 97°00'01", in SE1/4SE1/4SW1/4 sec.33, T.137 N., R.50 W., Cass County, Hydrologic Unit 09020204, on left bank 100 ft downstream from North Dakota State Highway 46 bridge crossing, 1.5 mi southeast of Kindred, and at mile 67.9.
DRAINAGE AREA.--8,800 mi2, approximately, of which about 5,780 mi2 is probably noncontributing, including 3,800 mi2 in closed basins.
PERIOD OF RECORD.--July 1949 to current year.
GAGE.--Water-stage recorder. Datum of gage is 925.55 ft above sea level. From Oct. 1, 1962, to Sept. 30, 1989, gage was located at site 1,500 ft upstream. July 1949 to Sept. 30, 1962, non recording gage at same site and datum.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 4,690 ft3/s, Apr. 15, 1969; maximum gage height, 21.66 ft, July 6, 1975; minimum daily discharge, 9.2 ft3/s, Aug. 16, 1990.
EXTREMES OUTSIDE PERIOD OF RECORD.--Spring flood in 1947 or 1948 reached a stage of 22.1 ft from floodmarks, discharge about 3,600 ft3/s.

Annual mean discharge

Annual mean discharge for 05059000 Sheyenne River near Kindred, North Dakota
----------------------------------------------------------------------------------------------------------
                              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      224       1994          24.6      1957          71.2        44.2        0.62       2.92
November     232       1980          22.7      1956          82.2        51.0        0.62       3.37
December     247       1994          17.6      1956          75.3        51.1        0.68       3.09
January      170       1987          17.5      1991          69.3        42.5        0.61       2.85
February     221       1976          26.6      1991          77.8        48.9        0.63       3.19
March        1,260     1987          35.1      1956          277         284         1.02       11.4
April        2,460     1969          71.7      1991          673         567         0.84       27.6
May          3,050     1950          53.6      1990          410         567         1.38       16.8
June         1,940     1950          48.4      1961          254         297         1.17       10.4
July         1,470     1975          26.7      1988          228         312         1.37       9.34
August       2,230     1993          22.5      1977          134         329         2.46       5.49
September    483       1993          25.1      1959          83.8        98.6        1.18       3.44
Annual       633       1950          48.0      1991          203         137         0.67       100
__________________________________________________________________________________________________________

Annual flow duration

Annual flow duration for 05059000 Sheyenne River near Kindred, 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           22.2    27.1    33.3     71.6     56.5     51.2    28.8    20.7    23.3    25.9    27.5    21.3    27.2
  90           27.2    31.2    44.7     89.5     64.6     59.4    36.5    24.8    28.3    30.5    32.9    31.0    33.5
  85           33.2    35.1    52.3     108      71.1     65.9    44.3    28.6    30.4    35.1    37.9    35.8    38.3
  80           36.0    38.7    60.4     128      79.6     73.0    51.9    31.9    32.6    38.8    41.1    39.8    43.2
  75           39.3    42.7    69.4     152      90.2     81.2    59.0    35.0    35.0    41.4    43.7    43.5    48.6
  70           44.1    46.2    81.1     172      101      91.9    65.9    38.2    37.4    43.9    46.2    46.2    53.6
  65           48.0    48.7    95.0     202      114      105     73.1    41.5    40.2    46.5    49.7    48.8    58.4
  60           50.0    51.4    108      248      131      123     80.5    45.0    43.4    49.2    54.1    50.9    64.0
  55           51.9    55.9    124      304      160      137     90.5    48.6    47.3    51.8    58.9    53.0    69.8
  50           55.2    60.5    140      390      209      154     103     52.3    51.1    54.4    63.5    56.1    78.4
  45           58.9    65.2    153      461      243      175     118     56.4    54.9    58.1    68.0    59.1    90.8
  40           63.4    71.9    172      552      281      200     135     62.0    59.6    62.0    72.8    62.8    105
  35           69.0    78.8    212      683      320      226     155     69.0    65.4    65.8    80.4    67.1    121
  30           73.5    90.4    259      814      367      259     179     81.2    74.2    74.1    90.9    80.7    142
  25           88.6    98.7    303      951      448      304     223     99.9    82.9    84.7    107     99.0    170
  20           105     109     362      1,130    528      352     299     125     93.7    98.5    121     116     217
  15           122     118     443      1,340    617      398     380     170     107     116     138     133     298
  10           144     141     583      1,680    854      487     478     232     134     133     160     150     436
  5            166     188     1,170    2,170    1,450    672     676     354     286     189     200     181     794
______________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------
                            Probability of annual high discharges
                                  [ng, statistic not given]
__________________________________________________________________________________________________

                                                       Maximum average 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         137         104           79.7          68.7           61.4
  0.95         1.05         276         225           184           155            128
  0.90         1.11         392         332           279           233            187
  0.80         1.25         591         519           450           374            293
  0.50         2            1,220       1,140         1,040         866            668
  0.20         5            2,380       2,300         2,160         1,844          1,460
  0.10         10           3,270       3,200         3,050         2,650          2,150
  0.04         25           4,510       4,460         4,290         3,820          3,220
  0.02         50           5,500       5,450         5,270         4,770          4,140
  0.01         100          6,520       6,480         6,280         5,780          5,180
  0.005        200          7,590       7,540         7,310         6,840          6,320
  0.002        500          9,050       ng            ng            ng             ng
__________________________________________________________________________________________________
------------------------------------------------------------------------------------
                          Probability of annual low discharges
____________________________________________________________________________________

                                    Minimum average 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       10.9   12.8   14.2   16.3   18.4   21.2   23.4   25.6   28.6
0.10       10       13.0   14.8   16.1   18.1   20.6   24.1   26.6   29.3   33.1
0.20       5        16.3   17.9   19.0   21.0   24.1   28.4   31.6   35.1   40.0
0.50       2        25.3   26.6   27.9   30.0   34.6   41.1   46.0   51.2   59.2
____________________________________________________________________________________
-------------------------------------------------------------------------------------
                        Probability of seasonal low discharges
_____________________________________________________________________________________

                                        Minimum average 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           13.3   16.0   18.0   20.8        24.3   26.3   28.7   41.4
0.10           10           16.7   19.9   22.1   25.0        29.2   31.8   34.9   51.8
0.20           5            22.2   26.0   28.2   31.4        36.8   40.6   45.1   68.9
0.50           2            37.9   43.1   45.8   49.3        59.4   68.2   78.1   125

                                June-July-August            September-October-November
                            _________________________       __________________________
 
0.05           20           13.5   16.4   18.1   20.4        12.1   17.3   19.0   23.0
0.10           10           16.2   19.3   21.3   24.6        14.9   19.9   21.8   26.1
0.20           5            20.7   24.2   26.6   31.5        19.0   24.0   26.2   30.8
0.50           2            34.9   39.4   43.8   54.5        30.5   35.7   39.0   44.7
_____________________________________________________________________________________
-------------------------------------------------------------------------------------
           Annual peak discharge and corresponding gage height, period of record
                                 [--, 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

1947     --              22.10    3,600      1972    March 19        13.54    1,530
1950     May 13          20.50    3,210      1973    March 22        6.19     710
1951     May 5           7.70     1,010      1974    April 29        12.29    1,940
1952     April 8         17.80    2,240      1975    July 6          21.66    4,640
1953     July 3          6.44     679        1976    April 16        8.75     925
1954     July 6          6.17     631        1977    May 8           6.05     570
1955     April 19        8.80     1,120      1978    March 28        16.43    1,410
1956     May 4           10.82    1,460      1979    May 7           20.75    4,160
1957     September 12    5.70     547        1980    April 4         7.92     750
1958     March 5         6.95     480        1981    April 10        4.77     435
1959     July 3          4.13     204        1982    April 16        12.84    2,040
1960     April 13        11.76    1,820      1983    April 21        17.64    2,060
1961     March 11        5.10     350        1984    April 11        11.51    1,810
1962     July 11         15.14    2,310      1985    March 18        7.06     555
1963     April 6         4.99     430        1986    April 24        11.13    1,740
1964     July 3        --         600        1987    March 26        18.26    3,000
1965     April 18        17.30    2,760      1988    March 7         5.46     460
1966     April 3         19.15    3,380      1989    April 3         15.01    1,430
1967     April 18        10.48    1,460      1990    June 7          3.42     286
1968     June 18         7.67     1,010      1991    May 29          3.11     184
1969     April 15        21.03    4,690      1992    March 15        11.44    1,400
1970     April 27        9.59     1,230      1993    August 9        19.84    3,550
1971     April 30        11.46    1,750      1994    April 7         12.87    2,030

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

1969     April 15        21.03    4,690      1978    March 28        16.43    1,410
1975     July 6          21.66    4,640      1992    March 15        11.44    1,400
1979     May 7           20.75    4,160      1970    April 27        9.59     1,230
1947     --              22.10    3,600      1955    April 19        8.80     1,120
1993     August 9        19.84    3,550      1951    May 5           7.70     1,010
1966     April 3         19.15    3,380      1968    June 18         7.67     1,010
1950     May 13          20.50    3,210      1976    April 16        8.75     925
1987     March 26        18.26    3,000      1980    April 4         7.92     750
1965     April 18        17.30    2,760      1973    March 22        6.19     710
1962     July 11         15.14    2,310      1953    July 3          6.44     679
1952     April 8         17.80    2,240      1954    July 6          6.17     631
1983     April 21        17.64    2,060      1964    July 3        --         600
1982     April 16        12.84    2,040      1977    May 8           6.05     570
1994     April 7         12.87    2,030      1985    March 18        7.06     555
1974     April 29        12.29    1,940      1957    September 12    5.70     547
1960     April 13        11.76    1,820      1958    March 5         6.95     480
1984     April 11        11.51    1,810      1988    March 7         5.46     460
1971     April 30        11.46    1,750      1981    April 10        4.77     435
1986     April 24        11.13    1,740      1963    April 6         4.99     430
1972     March 19        13.54    1,530      1961    March 11        5.10     350
1967     April 18        10.48    1,460      1990    June 7          3.42     286
1956     May 4           10.82    1,460      1959    July 3          4.13     204
1989     April 3         15.01    1,430      1991    May 29          3.11     184
_____________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------
                             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
__________________________________________________________________________________________________________________________________

 1949    --       --       --       --       --       --       --       --       --       --       93.4     32.0     --
 1950    34.8     39.7     44.2     29.7     28.9     200.6    1,575    3,053    1,938    401.4    174.4    57.4     633.3
 1951    51.0     64.1     47.6     50.0     50.0     87.3     682.7    530.5    184.4    127.0    59.0     71.2     167.1
 1952    61.5     86.7     47.4     45.5     59.0     62.1     787.4    116.8    73.4     75.9     38.9     41.2     123.7
 1953    42.8     43.5     35.5     34.7     45.6     128.3    99.3     138.9    288.7    267.8    59.9     33.0     101.8

 1954    40.6     47.7     52.9     67.1     111.4    132.7    222.7    100.8    112.9    336.6    73.4     69.4     114.0
 1955    67.4     108.7    107.7    80.8     49.3     71.0     350.8    107.3    272.3    291.7    110.7    26.1     137.1
 1956    29.9     22.7     17.6     19.7     21.7     35.1     255.4    611.9    298.8    98.3     49.3     26.0     124.1
 1957    24.6     47.6     59.2     55.6     57.7     112.8    116.9    88.4     98.8     93.9     74.1     324.7    96.0
 1958    129.1    170.7    115.7    96.5     89.0     209.1    176.8    84.7     73.7     104.6    43.7     30.5     110.5

 1959    38.3     42.8     38.8     41.1     33.8     66.0     97.4     53.7     59.3     62.1     33.1     25.1     49.3
 1960    36.0     30.6     41.9     38.0     36.1     69.0     1,060    181.7    212.6    84.7     36.5     41.3     154.4
 1961    34.7     47.1     58.5     61.9     61.2     143.5    78.9     73.0     48.4     30.0     25.2     30.5     57.8
 1962    41.9     33.1     24.9     25.2     31.0     145.8    728.5    306.4    394.5    1,065    274.1    111.8    266.5
 1963    88.7     95.5     101.8    66.0     58.0     121.0    209.1    117.1    134.0    56.7     45.6     38.1     94.3

 1964    37.1     46.2     45.7     30.5     43.2     51.2     165.5    86.8     124.8    276.5    49.5     55.5     84.4
 1965    53.3     76.9     58.7     60.6     62.0     76.9     1,508    475.1    270.2    202.2    261.2    99.3     266.3
 1966    186.3    126.8    138.0    113.1    100.9    1,121    1,327    463.7    301.1    192.2    274.1    103.6    371.8
 1967    66.1     49.9     87.6     91.5     87.5     420.3    915.8    743.9    224.2    81.2     38.4     34.7     237.2
 1968    38.3     38.1     48.0     53.9     50.0     161.4    247.4    236.0    340.3    99.9     43.4     41.5     116.3

 1969    46.0     70.7     60.8     63.0     179.5    262.9    2464     965.1    232.6    306.4    75.4     57.0     397.1
 1970    55.7     61.4     67.9     62.3     87.7     217.6    592.3    422.1    520.3    166.4    51.5     41.5     195.2
 1971    41.3     55.9     48.3     57.4     62.5     393.5    662.7    424.7    304.9    316.1    64.3     66.9     208.7
 1972    99.1     135.8    164.5    165.2    108.8    446.6    963.0    468.3    364.8    121.5    75.0     54.4     263.5
 1973    62.6     69.6     55.9     58.9     94.3     308.6    156.0    72.5     58.0     32.3     30.7     44.6     87.0

 1974    50.9     50.4     50.1     49.9     123.6    309.8    937.7    845.3    680.1    73.3     54.2     34.8     271.2
 1975    42.4     58.1     57.5     71.9     67.2     97.4     762.1    1,191    634.2    1,466    190.8    113.7    398.8
 1976    102.3    115.2    114.9    115.9    221.4    315.4    625.3    281.9    97.6     60.0     35.0     36.9     176.1
 1977    38.4     45.2     41.2     38.0     41.6     109.7    103.7    102.2    56.9     39.9     22.5     40.9     56.8
 1978    57.6     60.0     58.6     52.9     100.8    415.7    879.6    275.3    144.2    94.9     42.1     123.5    191.7

 1979    81.5     86.8     49.4     44.6     51.2     148.6    1,817    2,306    355.8    218.0    153.4    81.3     451.3
 1980    78.8     231.5    65.8     42.6     42.7     193.4    380.8    61.5     88.3     59.8     44.9     142.7    118.8
 1981    132.3    140.7    69.0     36.9     49.4     120.3    210.7    105.4    133.1    178.2    57.7     35.7     106.0
 1982    160.1    193.8    38.6     27.2     31.5     144.8    1,255    371.3    240.0    190.0    111.1    32.9     232.5
 1983    134.7    182.1    164.5    138.6    86.0     1165     931.4    287.0    266.6    311.9    45.2     103.7    319.4


 1984    102.3    148.8    152.9    138.2    96.3     397.9    1,203    456.3    207.7    84.6     29.5     54.9     255.2
 1985    115.0    85.8     64.8     58.5     38.2     212.7    224.6    206.8    143.6    62.7     51.5     59.7     110.7
 1986    58.2     76.6     142.5    163.4    187.5    512.2    647.1    688.9    167.2    113.4    132.6    90.5     248.9
 1987    86.5     105.7    205.5    170.1    115.9    1,256    1,796    303.6    226.1    93.6     313.7    85.7     397.2
 1988    110.7    120.7    127.4    125.0    140.2    277.4    113.8    68.8     52.8     26.7     17.5     29.4     100.9

 1989    34.4     37.1     33.6     37.6     54.7     174.7    711.9    86.0     74.7     38.0     35.5     42.7     112.8
 1990    54.2     55.3     33.3     24.9     32.7     91.8     107.0    53.6     95.3     40.6     26.6     55.5     55.9
 1991    47.2     31.7     18.5     17.5     26.6     65.5     71.7     85.8     69.1     65.1     30.1     45.7     48.0
 1992    31.0     32.5     51.9     59.7     61.5     545.6    201.2    84.0     90.2     124.1    73.8     83.2     120.4
 1993    54.6     48.8     31.9     73.7     106.8    253.4    681.9    221.3    316.6    1,250    2,231    483.2    483.6
 1994    224.5    180.1    246.6    164.8    214.5    614.4    1203     460.3    374.3    759.8    252.7    467.3    430.6
__________________________________________________________________________________________________________________________________
 


U.S. Department of the Interior || U.S. Geological Survey
Maintainer: Webmaster
Last update: Tuesday, 31-Aug-2004 10:28:49 EDT
Privacy || Disclaimer|| Accessibility || FOIA
URL: http://nd.water.usgs.gov/pubs/ofr/ofr97416/htdocs/f.05059000.html
FirstGov, "Your First Click to the U.S. Government"