1996 California Hydrologic Data Report

10260950 WEST FORK MOJAVE RIVER ABOVE MOJAVE RIVER FORKS RESERVOIR, NEAR HESPERIA, CA - 1996 WY

             10260950  WEST FORK MOJAVE RIVER ABOVE MOJAVE RIVER FORKS RESERVOIR, NEAR HESPERIA, CA

LOCATION.--Lat 34°20'20", long 117°15'25", in NW 1/4 NW 1/4 sec.24, T.3 N., R.4 W., San Bernardino County,
   Hydrologic Unit 18090208, on left bank on upstream wingwall of concrete double-box culvert on Arrowhead Lake
   Road, 0.1 mi northeast of junction with Highway 174, 4.5 mi downstream from Cedar Springs Dam on Silverwood
   Lake, and 6.5 mi southeast of Hesperia.

DRAINAGE AREA.--70.3 mi2.

PERIOD OF RECORD.--October 1974 to current year.  October 1974 to September 1991 published incorrectly as station
   10261000.  Records for station 10261000 are not equivalent due to difference in drainage area.

REVISED RECORDS.--WDR CA-84:  1983.

GAGE.--Water-stage recorder.  Elevation of gage is 3,040 ft above sea level, from topographic map.

REMARKS.--Records poor.  Regulated by Silverwood Lake (holding basin for imported water), total capacity,
   78,000 acre-ft, 4.5 mi upstream, which releases all natural inflow as soon as possible after a storm.

EXTREMES FOR THE PERIOD OF RECORD.--Maximum discharge, 11,300 ft3/s, Feb. 10, 1978, gage height unknown, on basis
   of slope-area measurement of peak flow; maximum gage height, 23.2 ft, Feb. 10, 1978, backwater from Mojave
   River Forks Reservoir; no flow for several months in most years.

EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum discharge, 26,100 ft3/s, Mar. 2, 1938, gage height unknown, on basis
   of slope-area measurement of peak flow for station 10261000 at site 1.5 mi downstream.


                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996
                                               DAILY MEAN VALUES

DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP

  1       .00      .00      .00      .00    26        22        6.2     2.2      e.00      .00      .00      .00
  2       .00      .00      .00      .00    13        22       10       3.1      e.00      .00      .00      .00
  3       .00      .00      .00      .00     7.9      21        8.3     5.1      e.00      .00      .00      .00
  4       .00      .00      .00      .00     5.0      36        6.6     4.6      e.00      .00      .00      .00
  5       .00      .00      .00      .00     4.7     588        5.2     1.1      e.00      .00      .00      .00

  6       .00      .00      .00      .00     4.6      74        5.2      .77      .00      .00      .00      .00
  7       .00      .00      .00      .00     e.00     31        5.2      .61      .00      .00      .00      .00
  8       .00      .00      .00      .00     e.00     28        4.9      .59      .00      .00      .00      .00
  9       .00      .00      .00      .00     e.00     25       14        .62      .00      .00      .00      .00
 10       .00      .00      .00      .00     e.00     18       50        .56      .00      .00      .00      .00

 11       .00      .00      .00      .00     e.00     16       50        .54      .00      .00      .00      .00
 12       .00      .00      .00      .00     e.00     36       48        .53      .00      .00      .00      .00
 13       .00      .00      .00      .00     e.00    233       48        .40      .00      .00      .00      .00
 14       .00      .00      .00      .00     e.00    105       47        .18      .00      .00      .00      .00
 15       .00      .00      .00      .00     e.00     54       28        .18      .00      .00      .00      .00

 16       .00      .00      .00      .00     e.00     25        4.3      .18      .00      .00      .00      .00
 17       .00      .00      .00      .00     e.00     18        3.6     1.9       .00      .00      .00      .00
 18       .00      .00      .00      .00     e.00     14        5.3    22         .00      .00      .00      .00
 19       .00      .00      .00      .00     e.00     11        3.7    28         .00      .00      .00      .00
 20       .00      .00      .00      .00  e729        11        3.5    28         .00      .00      .00      .00

 21       .00      .00      .00      .00  e520        10        3.5     6.8       .00      .00      .00      .00
 22       .00      .00      .00      .00  e135        11        3.4     e.00      .00      .00      .00      .00
 23       .00      .00      .00      .00   203        10        3.4     e.00      .00      .00      .00      .00
 24       .00      .00      .00      .00    91         9.3      3.4     e.00      .00      .00      .00      .00
 25       .00      .00      .00      .00   104         9.5      3.4     e.00      .00      .00      .00      .00

 26       .00      .00      .00      .00    66         8.3      2.9     e.00      .00      .00      .00      .00
 27       .00      .00      .01      .00    19         7.6      2.3     e.00      .00      .00      .00      .00
 28       .00      .00      .00      .00    20         6.9      1.8     e.00      .00      .00      .00      .00
 29       .00      .00      .00      .00    22         6.8      1.8     e.00      .00      .00      .00      .00
 30       .00      .00      .00      .00      ---      6.2      2.0     e.00      .00      .00      .00      .00
 31       .00      ---      .00     9.5       ---      6.4      ---     e.00      ---      .00      .00      ---

TOTAL    0.00     0.00     0.01     9.50  1970.20   1480.0    384.9   107.96     0.00     0.00     0.00     0.00
MEAN     .000     .000     .000      .31     67.9     47.7     12.8     3.48     .000     .000     .000     .000
MAX       .00      .00      .01      9.5      729      588       50       28      .00      .00      .00      .00
MIN       .00      .00      .00      .00      .00      6.2      1.8      .00      .00      .00      .00      .00
AC-FT     .00      .00      .02       19     3910     2940      763      214      .00      .00      .00      .00

  e Estimated.



10260950 WEST FORK MOJAVE RIVER ABOVE MOJAVE RIVER FORKS RESERVOIR, NEAR HESPERIA, CA--Continued STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1975 - 1996, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 3.06 5.61 15.5 79.6 165 170 56.6 31.3 14.4 1.15 .080 .64 MAX 41.8 50.4 68.6 810 883 948 253 296 169 9.23 1.05 8.29 (WY) 1994 1993 1984 1993 1993 1983 1980 1978 1978 1993 1983 1993 MIN .000 .000 .000 .000 .61 .24 .000 .000 .000 .000 .000 .000 (WY) 1975 1975 1976 1975 1991 1977 1987 1984 1975 1975 1975 1975 SUMMARY STATISTICS FOR 1995 CALENDAR YEAR FOR 1996 WATER YEAR WATER YEARS 1975 - 1996 ANNUAL TOTAL 30050.36 3952.57 ANNUAL MEAN 82.3 10.8 44.7 HIGHEST ANNUAL MEAN 183 1978 LOWEST ANNUAL MEAN .94 1987 HIGHEST DAILY MEAN 1970 Jan 11 729 Feb 20 4900 Feb 10 1978 LOWEST DAILY MEAN .00 Jan 1 .00 Oct 1 .00 Oct 1 1974 ANNUAL SEVEN-DAY MINIMUM .00 Aug 12 .00 Oct 1 .00 Oct 1 1974 INSTANTANEOUS PEAK FLOW 2440 Feb 20 11300 Feb 10 1978 INSTANTANEOUS PEAK STAGE 6.63 Feb 20 23.20 Feb 10 1978 ANNUAL RUNOFF (AC-FT) 59600 7840 32350 10 PERCENT EXCEEDS 150 17 69 50 PERCENT EXCEEDS 8.2 .00 .00 90 PERCENT EXCEEDS .00 .00 .00


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