1999 California Hydrologic Data Report
10257550 WHITEWATER RIVER AT WINDY POINT, NEAR WHITE WATER, CA - 1999 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 fair 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 Metropolitan Water District.
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 1998 TO SEPTEMBER 1999

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1    386         .51   231        2.2       4.4      150      140   410      156         .00     e5.0   170   
  2    384         .34   226        2.3       4.2      148      139   406      273         .00     e4.8   115   
  3    382         .53   226        2.1       3.8      145      141   407      271         .00     e4.7      .00
  4    387         .16   223        2.2       4.7      132      143   403      271         .00     e4.5      .22
  5    391         .12   223        2.1      17        146      145   414      272         .00     e4.5      .55
 
  6    390         .24   228        1.6       8.0      145      141   414      270         .00     e4.3      .00
  7    386         .47   189        1.2       7.6      144      145   410      300         .00     e4.0      .00
  8    381        6.5    165        1.0       5.3      195      142   401      420         .00     e4.0      .00
  9    378       17      166        1.2       5.9      238      143   398      488         .00     e3.7      .26
 10    382        8.6    168        1.2      14        234      148   408      487         .00     e3.4     1.2 
 
 11    387       12      167         .68      8.5      232      146   415      470       20        e3.4     1.5 
 12    385       10      166        1.3       5.4      234      107   420      473       34         3.4     1.2 
 13    379        7.1    165         .86      3.2      233      295   408      468       70         4.6      .90
 14    379        3.6     69         .68      2.3      229      399   409      474      e27         4.2      .75
 15    382        3.5      1.2      1.3       2.2      228      424   409      476      e13         4.2     1.4 
 
 16    388        2.7      1.4      1.8      82        227      453   412      478      e14         4.5      .70
 17    394        1.9      1.3      1.7     162        225      452   416      470      e10         3.6      .24
 18    388        2.5      1.3      1.3     161        226      445   413      468       e9.6       3.1     1.0 
 19    238         .50     2.9       .87    162        225      430   406      474       e8.9      64       1.3 
 20    141         .61     4.1       .39    167        224      423   401      463       e7.3     127       2.4 
 
 21    141        1.2     13        1.4     162        225      395   400      450       e6.2     163       1.5 
 22     59        1.4     12        2.0     165        224      418   400      279       e6.9     169      39   
 23       .00      .02     8.5      1.9     164        169      427   401         .00    e6.7     171      31   
 24       .00     1.2      4.6      1.7     161        134      420   399         .00    e6.7     170      25   
 25       .00     2.4      4.0      1.6     155        135      416   402         .00    e6.5     171      20   
 
 26       .38     2.5      3.1      6.4     155        134      413   401         .00    e6.3     170      17   
 27       .24     3.2      1.7      6.5     157        135      407   266         .00    e6.0     169      12   
 28       .24    11        1.0      4.0     155        136      407      .00      .00    e5.5     166       8.1 
 29       .17   128        2.5      4.6       ---      135      415      .00      .00   e10       166       9.5 
 30       .23   240        1.2      3.8       ---      132      409      .00      .00    e5.7     169       4.1 
 31       .64      ---      .91     4.5       ---      131      ---      .00      ---    e5.2     170        ---
 
TOTAL 7509.90   469.80  2676.71    66.38   2104.5     5650     9128 10849.00  8651.00   285.50   2118.9   465.82
MEAN      242     15.7     86.3     2.14     75.2      182      304      350      288     9.21     68.4     15.5
MAX       394      240      231      6.5      167      238      453      420      488       70      171      170
MIN       .00      .02      .91      .39      2.2      131      107      .00      .00      .00      3.1      .00
AC-FT   14900      932     5310      132     4170    11210    18110    21520    17160      566     4200      924
 a      17170      560     5860        0     5170    14350    19850    25050    21180        0     4430      566
 b          0        0        0        0        0        0        0        0        0        0        0        0
  	e Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1985 - 1999, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 151 133 107 115 127 128 153 129 152 100 108 127 MAX 596 499 477 598 595 445 316 390 516 417 378 463 (WY) 1987 1987 1987 1987 1987 1987 1986 1998 1998 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 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1985 - 1999 ANNUAL TOTAL 67025.53 49975.51 ANNUAL MEAN 184 137 135 HIGHEST ANNUAL MEAN 308 1986 LOWEST ANNUAL MEAN 11.9 1991 HIGHEST DAILY MEAN 555 Jun 25 488 Jun 9 2600 Jan 7 1993 LOWEST DAILY MEAN .00 Jan 26 .00 Oct 23 .00 Mar 4 1985 ANNUAL SEVEN-DAY MINIMUM .00 Aug 14 .00 Jun 23 .00 Feb 16 1986 INSTANTANEOUS PEAK FLOW 967 Jul 13 2530 Jan 10 1995 INSTANTANEOUS PEAK STAGE 6.07 Jul 13 8.32 Jan 10 1995 ANNUAL RUNOFF (AC-FT) 132900 99130 98140 10 PERCENT EXCEEDS 476 409 356 50 PERCENT EXCEEDS 141 20 55 90 PERCENT EXCEEDS .24 .24 .00


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