05099300 PEMBINA RIVER NEAR WINDYGATES, MB


List Of Figures:

Annual mean discharge
Annual flow duration


LOCATION.--Lat 49°01'53'', long 98°16'40", in SE1/4 sec.13, T.1, R.7 W., first meridian, Hydrologic Unit 09020313, on left bank 0.2 mi downstream from bridge and 3 mi northeast of Windygates, Manitoba.
DRAINAGE AREA.--3,020 mi2.
PERIOD OF RECORD.--April 1962 to current year.
GAGE.--Water-stage recorder. Datum of gage is Geodetic Survey of Canada Datum of 1929. Prior to Jan. 1, 1985, datum of gage at 1,102.02 ft above Geodetic Survey of Canada Datum of 1929.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 13,700 ft3/s, Apr. 26, 1997, gage height, 1,122.27 ft; no flow at times.

Annual mean discharge

Annual mean discharge 05099300 PEMBINA RIVER NEAR WINDYGATES, MB
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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      343       1969            0         m               56.6        84.7        1.50       2.03
November     391       1995            0         m               36.6        70.9        1.94       1.31
December     195       1995            0         m               16.8        34.1        2.02       0.60
January      82.7      1995            0         m               8.39        15.0        1.78       0.30
February     64.9      1995            0         m               7.33        13.4        1.83       0.26
March        949       1995            0         m               92.7        181         1.95       3.33
April        4,240     1995            21.3      1977            1,050       1,150       1.10       37.6
May          3,620     1974            27.0      1988            851         1,010       1.19       30.6
June         1,510     1974            4.03      1988            325         357         1.10       11.7
July         1,130     1997            0.070     1988            161         215         1.33       5.79
August       719       1993            0         1988            109         156         1.43       3.92
September    544       1993            0         m               73.4        105         1.43       2.64
Annual       936       1995            9.61      1977            236         239         1.01       100

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Annual flow duration

Annual flow duration 05099300 PEMBINA RIVER NEAR WINDYGATES, MB
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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       8.70     29.9     13.0     0.66    0       0       0       0       0       0
  90           0       0       0       21.8     50.2     24.0     3.21    0.45    0.04    0.10    0.63    0       0
  85           0       0       0       41.8     65.3     33.7     11.1    1.40    0.59    2.10    2.40    0.12    0.46
  80           0       0       0       68.4     80.0     49.4     20.8    4.66    1.60    3.51    3.00    0.75    1.70
  75           0       0       0.43    94.6     101      75.5     31.3    11.0    3.97    6.81    4.55    1.70    3.91
  70           0       0       1.20    124      156      92.1     39.2    24.6    13.9    12.0    5.46    2.20    6.50
  65           0.44    0       2.30    153      208      111      49.5    34.7    22.7    15.8    6.51    2.20    10.9
  60           1.10    0.28    4.86    196      271      132      62.2    44.0    29.6    20.4    8.01    2.80    16.5
  55           1.50    0.72    7.69    269      359      158      74.5    50.9    36.1    25.2    10.6    4.28    22.5
  50           2.30    1.50    10.2    361      466      185      86.7    57.7    42.2    30.1    14.0    5.16    30.7
  45           4.08    1.90    11.8    518      562      216      102     65.7    48.4    35.3    18.0    6.64    41.5
  40           4.71    3.10    14.0    642      637      256      120     77.4    59.0    40.4    22.7    9.20    55.0
  35           6.22    3.10    16.7    745      734      305      140     89.1    70.1    46.7    26.9    12.3    74.4
  30           8.82    6.63    24.4    914      861      361      167     106     84.4    54.1    32.4    16.5    101
  25           11.3    10.8    33.5    1,170    1,060    418      193     125     98.9    62.6    38.4    20.5    139
  20           16.4    13.4    50.4    1,590    1,370    517      242     155     114     75.6    43.5    24.1    210
  15           18.6    15.3    80.8    2,320    1,840    655      299     198     129     91.3    54.3    29.1    341
  10           21.5    17.5    159     2,990    2,250    859      386     260     163     111     68.6    36.9    583
  5            25.7    21.9    568     4,370    3,220    1,160    589     403     287     278     162     57.5    1,140

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                            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         71.3            49.2        41.6          31.3           21.7
  0.95         1.05         176             124         108           86.4           66.9
  0.90         1.11         283             202         178           147            118
  0.80         1.25         496             366         325           274            230
  0.50         2            1,410           1,130       1,020         878            762
  0.20         5            3,870           3,500       3,130         2,680          2,290
  0.10         10           6,450           6,300       5,610         4,710          3,910
  0.04         25           11,000          110,800     10,400        8,490          6,740
  0.02         50           15,400          115,200     114,500       12,300         9,430
  0.01         100          20,800          120,500     119,800       17,100         12,600
  0.005        200          27,400          127,000     126,000       23,100         16,400
  0.002        500          37,800          ng          ng            ng             ng

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1Statistical adjustment based on correlation between 3-, 7-, 15-, and 30-consecutive-day periods.
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           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

1962    April 21  1,108.51    1,610      1980    April 6   --          327
1963    June 6    1,105.17    255        1981    May 22    1,107.31    526
1964    May 10    1,105.62    323        1982    June 6    1,110.89    1,920
1965    April 14  1,109.75    1,460      1983    April 8   1,109.29    1,160
1966    April 3   1,110.94    1,700      1984    June 16   1,103.63    491
1967    April 21  1,111.06    1,890      1985    April 5   1,108.93    1,220
1968    March 24  1,108.51    744        1986    March 28  1,109.49    1,230
1969    April 19  1,119.31    8,170      1987    April 8   1,111.90    2,540
1970    April 28  1,115.01    3,800      1988    April 4   1,106.75    178
1971    April 10  1,115.04    5,910      1989    April 16  1,106.79    441
1972    April 12  --          1,620      1990    April 3   1,108.50    794
1973    August 8  --          145        1991    July 12   1,107.33    487
1974    April 26  1,121.52    11,500     1992    April 8   1,113.73    3,080
1975    May 14    1,109.76    1,510      1993    July 28   1,109.73    1,140
1976    April 17  1,115.13    4,210      1994    April 13  1,109.94    1,380
1977    May 21    1,105.47    153        1995    April 21  1,119.50    7,420
1978    April 9   1,110.88    1,090      1996    April 25  1,118.40    6,570
1979    May 2     1,116.63    5,440      1997    April 26  1,122.27    13,700

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

1997    April 26  1,122.27    13,700     1994    April 13  1,109.94    1,380
1974    April 26  1,121.52    11,500     1986    March 28  1,109.49    1,230
1969    April 19  1,119.31    8,170      1985    April 5   1,108.93    1,220
1995    April 21  1,119.50    7,420      1983    April 8   1,109.29    1,160
1996    April 25  1,118.40    6,570      1993    July 28   1,109.73    1,140
1971    April 10  1,115.04    5,910      1978    April 9   1,110.88    1,090
1979    May 2     1,116.63    5,440      1990    April 3   1,108.50    794
1976    April 17  1,115.13    4,210      1968    March 24  1,108.51    744
1970    April 28  1,115.01    3,800      1981    May 22    1,107.31    526
1992    April 8   1,113.73    3,080      1984    June 16   1,103.63    491
1987    April 8   1,111.90    2,540      1991    July 12   1,107.33    487
1982    June 6    1,110.89    1,920      1989    April 16  1,106.79    441
1967    April 21  1,111.06    1,890      1980    April 6   --          327
1966    April 3   1,110.94    1,700      1964    May 10    1,105.62    323
1972    April 12  --          1,620      1963    June 6    1,105.17    255
1962    April 21  1,108.51    1,610      1988    April 4   1,106.75    178
1975    May 14    1,109.76    1,510      1977    May 21    1,105.47    153
1965    April 14  1,109.75    1,460      1973    August 8  --          145

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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
__________________________________________________________________________________________________________________________________

1962  --       --       --       --       --       --         421.2    204.9    155.8    54.9     77.4     96.0   --
1963    38.5     16.9     23.4     9.85     0        40.9     135.0    166.3    182.4    96.3     97.9     60.8     72.6
1964    27.3     11.5     3.35     0.816    0        0        231.6    282.8    120.4    35.5     44.4     34.1     66.0
1965    23.1     8.05     1.13     0        0        0        460.4    646.1    382.4    125.1    56.4     80.4     148.9
1966    63.0     40.2     29.4     12.3     2.26     143.4    1,032    696.9    283.5    132.5    65.9     25.8     210.8

1967    10.7     6.41     2.69     4.71     3.46     31.0     596.7    654.7    214.2    63.5     16.4     0.587    134.0
1968    17.2     9.26     2.94     0.444    0        264.1    129.2    69.8     30.6     18.5     112.4    325.4    81.6
1969    343.0    170.5    45.3     19.1     14.1     15.6     3,112    1,538    476.4    289.5    153.9    88.8     521.6
1970    60.3     42.3     22.3     15.0     12.4     12.0     1,095    1,868    1,075    633.2    260.5    130.8    437.4
1971    76.0     42.8     14.4     9.42     9.60     11.4     2,026    1,299    465.6    343.7    292.0    141.4    394.4

1972    81.3     57.4     37.3     18.7     13.9     270.6    1,205    774.7    314.2    197.5    164.5    97.3     269.1
1973    72.3     28.5     5.05     2.86     3.01     56.3     74.4     49.4     33.0     45.8     50.9     45.1     39.1
1974    50.7     32.7     14.7     8.74     11.2     11.8     3,003    3,616    1,512    368.1    116.2    76.8     736.5
1975    44.1     33.3     13.2     6.51     3.72     6.87     256.9    1,175    547.4    190.5    72.2     35.2     200.1
1976    29.7     21.0     8.98     11.5     44.5     41.2     2,630    1,303    378.4    114.5    42.7     25.3     385.4

1977    19.4     8.78     0.223    0        0        2.90     21.3     34.7     18.9     4.96     0.312    3.30     9.61
1978    8.55     2.36     0.798    0.242    0        2.42     616.1    368.2    112.7    48.3     30.6     23.2     101.0
1979    12.1     5.32     2.68     0.953    0.235    1.06     1,352    2,934    743.7    194.5    50.4     45.4     447.9
1980    39.2     28.7     9.40     1.87     0.660    1.35     149.2    76.8     22.7     1.54     1.41     0.988    27.7
1981    1.84     4.65     2.56     0        6.04     51.8     189.9    98.4     26.9     10.8     3.26     1.19     33.1

1982    2.62     3.09     0.816    0        0        11.9     426.5    589.5    454.6    187.4    91.7     46.3     151.5
1983    42.0     19.2     7.05     3.58     0.933    45.0     686.7    427.5    175.2    61.6     13.9     4.88     123.9
1984    10.1     5.86     1.75     0.019    0.189    7.34     69.2     78.0     97.2     13.7     0.916    0.061    23.6
1985    0.712    0.769    0.187    0        0        320.2    666.7    198.5    94.7     49.0     18.1     24.1     114.5
1986    30.2     15.7     5.27     6.21     3.03     280.0    654.7    611.5    303.6    116.3    85.1     49.6     180.7

1987    24.6     9.73     4.83     4.16     2.95     5.22     1,552    685.3    175.2    51.1     36.9     53.8     216.4
1988    49.7     24.1     15.3     0.247    0.166    17.6     65.9     27.0     4.03     0.070    0        0        17.0
1989    0        0        0        0        0        0        119.4    72.7     25.7     1.25     0.004    0        18.2
1990    0        0        0        0        0        16.3     230.3    86.3     88.0     29.4     0.977    0.100    37.5
1991    0        0        0        0        0.084    14.4     49.0     29.9     108.1    196.9    70.1     10.2     40.2

1992    5.86     6.29     5.28     3.64     4.67     279.7    2,391    731.7    155.3    49.1     9.16     2.88     301.7
1993    3.27     3.32     1.76     1.87     1.17     18.6     393.9    196.8    94.7     233.1    719.1    543.5    184.9
1994    257.0    124.3    56.9     27.0     17.4     275.4    1,043    482.2    176.0    122.1    85.0     130.1    233.4
1995    330.3    390.6    195.1    82.7     64.9     949.0    4,241    2,666    1,173    374.8    572.5    183.0    936.2
1996    95.0     50.5     25.5     18.7     17.7     23.3     2,745    2,304    708.1    224.7    218.8    137.3    546.3
1997    109.8    54.7     28.8     22.1     17.6     16.2     3,601    3,596    767.4    1,128    298.4    119.2    816.3

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