1997 California Hydrologic Data Report

10257550 WHITEWATER RIVER AT WINDY POINT, NEAR WHITE WATER, CA - 1997 WY


                        10257550 WHITEWATER RIVER AT WINDY POINT, NEAR WHITE WATER, CA

LOCATION.-Lat 33°53'56", long 116°37'13", in SW 1/4 NE 1/4 sec.24, T.3 S., R.3 E., Riverside County, Hydrologic Unit 18100200, on right 
  bank 200 ft north of Highway 111, 2.0 mi southeast of White Water, and 3.8 mi east of the junction of Highway 111 and Interstate 10. 
DRAINAGE AREA.-264 mi2. 
PERIOD OF RECORD.-October 1984 to September 1987, October 1989 to current year.  Discharge measurements only, October 1987 to 
  September 1989. Discharge measurements for the period July 1982 to September 1984 available in files of the U.S. Geological Survey. 
REVISED RECORDS.-WDR CA-88-1: Drainage area. 
GAGE.-Water-stage recorder and concrete control; auxiliary water-stage recorder on overflow channel since Jan. 23, 1992.  Elevation of gage is 
  1,040 ft above sea level, from topographic map. 
REMARKS.-Records good except for estimated daily discharges, which are poor.  Imported water is released to the Whitewater River from the 
  Colorado River Aqueduct at a point 2.75 mi upstream for ground-water recharge in the upper Coachella Valley.  Water is diverted out of the 
  basin 18.5 mi upstream to powerplants in the San Gorgonio River Basin and then to an area north of Banning for irrigation.  See schematic 
  diagram of Salton Sea Basin. 
COOPERATION.-Records of diversion out of basin provided by Southern California Edison Co.  Records of Colorado River Aqueduct releases 
  provided by Coachella Valley Water District (from Metropolitan Water District's monthly reports). 
EXTREMES FOR PERIOD OF RECORD.-Maximum computed discharge, 2,530 ft3/s, Jan. 10, 1995, gage height, 8.32 ft, main channel, from 
  rating curve extended above 400 ft3/s on basis of critical-depth computation (flow in overflow channel at peak); maximum probably exceeded 
  during flood of Jan. 16, 1993, but discharge is unknown; no flow for several days in most years. 

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1       255      288      284      e9.3     e7.3    153       314      138      129     137      128         .00
  2       256      290      282      e9.2     e6.3    145       328      136      129     136      122      159   
  3       256     e287      281      e9.1     e5.0    138       293      133      130      85      135      255   
  4       258     e285      282      e9.0    e24      135       319      126      129        .00   134      254   
  5       258     e284      282      e8.8   e137      130       318      122      128        .00   117      249   
 
  6       256      289      282      e8.7    194      125       325      120      129        .00   142      255   
  7       254      287      289      e8.6    198      122       246      120      131     147      139      252   
  8       253      284      295      e8.9    179      121       192      119      128     240      137      246   
  9       255      282     e364      e9.5    233      121       185      120      128     237      137      176   
 10       252      281     e268      e8.7    257      119       183      119      127     228      133      128   
 
 11       253      279      e11      e9.3    279      116       178      118      126     238      132      125   
 12       249      281      e11     e11      308      100       176      116      122     237      134      126   
 13       255      274       e9.5    e8.0    303      122       174      118      126     240      133      126   
 14       254      269       e9.2    e9.5    297      121       169       89      124     241      132      126   
 15       255      275      e10      e9.6    294      119       166       78       86     175      132      126   
 
 16       253      272      e10     e17      290      117       164      121      148     124       96      124   
 17       257      277       e9.6   e16      278      119       158      134      137     121      149      123   
 18       258      276       e9.2   e14      274      122       153      130      138     122      147      123   
 19       255      273       e9.0   e15      251      122       149      131      135     121      146      123   
 20       264      301       e8.6    e8.3    234      122       152      135      132     122      145      124   
 
 21       267      307       e8.2   e10      253      126       148      137      131     123      145      125   
 22       268      239      e12      e8.2    248      121       146      133      131     107      144      127   
 23       269      265      e11      e7.0    249      120       139       64      130     136      141      125   
 24       266      283      e10      e4.1    243      121       144         .00   132     137      140      126   
 25       264      276       e9.4    e4.0    238      122       113         .00   134     134      140      101   
 
 26       277      275       e8.8  e107      236      121        71         .00   135     131      140       29   
 27       276      286       e8.5   e26      188       54       177       82      133     132      140       17   
 28       270      288      e11     e14      164         .00    170      139      133     131       93       14   
 29       274      285      e10     e13        ---       .00    153      136      133     131         .00   151   
 30       280      281       e9.6   e11        ---       .00    141      135      134     131         .00   269   
 31       295      ---       e9.4    e8.4      ---    180       ---      133      ---     131         .00      ---
 
TOTAL    8112     8419     3114.0   420.2   5867.6   3454.00   5744     3382.00  3888    4375.00  3753.00  4304.00
MEAN      262      281        100    13.6      210       111    191         109   130        141      121      143
MAX       295      307        364     107      308       180    328         139   148        241      149      269
MIN       249      239        8.2     4.0      5.0       .00     71         .00    86        .00      .00      .00
AC-FT   16090    16700       6180     833    11640      6850  11390        6710  7710       8680     7440     8540
 a      18430    17870       5640       2    12220      9320  11750        9180 10310      11400     9590    10530
 b        110      104         74      28       18        44    129         166    64        110       93      133

  	e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1985 - 1997, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 144 145 105 134 136 133 132 88.8 110 98.9 104 131 MAX 596 499 477 598 595 445 316 314 423 417 378 463 (WY) 1987 1987 1987 1987 1987 1987 1986 1986 1986 1986 1986 1986 MIN .025 .000 .000 .000 3.16 3.97 .026 .000 .000 .000 .000 .000 (WY) 1992 1992 1990 1992 1991 1989 1991 1987 1987 1989 1987 1991 SUMMARY STATISTICS FOR 1996 CALENDAR YEAR FOR 1997 WATER YEAR WATER YEARS 1985 - 1997 ANNUAL TOTAL 60996.07 54832.80 ANNUAL MEAN 167 150 131 HIGHEST ANNUAL MEAN 308 1986 LOWEST ANNUAL MEAN 11.9 1991 HIGHEST DAILY MEAN 364 Dec 9 364 Dec 9 2600 Jan 7 1993 LOWEST DAILY MEAN .00 May 26 .00 Mar 28 .00 Mar 4 1985 ANNUAL SEVEN-DAY MINIMUM 2.6 Feb 13 8.1 Jan 19 .00 Feb 16 1986 INSTANTANEOUS PEAK FLOW (a) Dec 9 2530 Jan 10 1995 INSTANTANEOUS PEAK STAGE (a) Dec 9 8.32 Jan 10 1995 ANNUAL RUNOFF (AC-FT) 121000 108800 94550 10 PERCENT EXCEEDS 280 281 327 50 PERCENT EXCEEDS 227 134 34 90 PERCENT EXCEEDS 8.8 9.2 .00 (a) Peak flow and stage are unknown but are known to have occurred on Dec. 9.


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