10264640 BUCKHORN CREEK AT EAST 120TH AVENUE, NEAR ROGERS LAKE, CA

LOCATION.-Lat 34°50'18", long 117°54'59", in SE 1/4 SW 1/4 sec.27, T.9 N., R.10 W., Kern County, Hydrologic Unit 18090206, on left bank, west side of 120th Ave., 250 ft south of Lancaster Blvd., approximately 0.25 mi southwest of Rogers Lake. 
DRAINAGE AREA.-Not determined. 
PERIOD OF RECORD.-May 1996 to current year. 
GAGE.-Water-stage recorder, crest-stage gage, and culvert control. Elevation of gage is 2,270 ft above sea level, from topographic map. 
REMARKS.-Records good. No regulation or diversion upstream from station. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 118 ft3/s, Feb. 23, 1998, gage-height 2.81 ft; no flow for many days each year. 

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  2       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  3       .00     e.00     e.00     e.00    e5.0      e.00      .00      .00      .00      .00      .00      .00
  4       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .13
  5       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  6       .00     e.00   e10        e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  7       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  8       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
  9       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 10       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 
 11       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 12       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 13       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 14       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 15       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 16       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 17       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 18       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 19       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 20       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 
 21       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 22       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 23       .00     e.00     e.00     e.00   e45        e.00      .00      .00      .00      .00      .00      .00
 24       .00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 25      e.00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 26      e.00     e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00
 27      e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00      .00
 28      e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00      .00
 29      e.00     e.00     e.00     e.00      ---      .00      .00      .00      .00      .00      .00      .00
 30      e.00     e.00     e.00     e.00      ---      .00      .00      .00      .00      .00      .00      .00
 31      e.00      ---     e.00     e.00      ---      .00      ---      .00      ---      .00      .00      ---
 
TOTAL    0.00     0.00    10.00     0.00    50.00     0.00     0.00     0.00     0.00     0.00     0.00     0.13
MEAN     .000     .000      .32     .000     1.79     .000     .000     .000     .000     .000     .000     .004
MAX       .00      .00       10      .00       45      .00      .00      .00      .00      .00      .00      .13
MIN       .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00
AC-FT     .00      .00       20      .00       99      .00      .00      .00      .00      .00      .00       .3
 


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1996 - 1998, BY WATER YEAR (WY)                                 
 
MEAN     .001     .025      .20     .007      .89     .000     .000     .000     .000     .000     .000     .095
MAX      .003     .050      .32     .014     1.79     .000     .000     .000     .000     .000     .000      .28
(WY)     1997     1997     1998     1997     1998     1997     1997     1997     1996     1996     1996     1997
MIN      .000     .000     .069     .000     .000     .000     .000     .000     .000     .000     .000     .000
(WY)     1998     1998     1997     1998     1997     1997     1997     1997     1996     1996     1996     1996
 
SUMMARY STATISTICS           FOR 1997 CALENDAR YEAR        FOR 1998 WATER YEAR           WATER YEARS 1996 - 1998
 
ANNUAL TOTAL                          18.87                      60.13                                          
ANNUAL MEAN                             .052                       .16                        .10               
HIGHEST ANNUAL MEAN                                                                           .16           1998
LOWEST ANNUAL MEAN                                                                            .035          1997
  HIGHEST DAILY MEAN                    10     Dec  6              45     Feb 23              45       Feb 23 1998
  LOWEST DAILY MEAN                       .00  Jan  1                .00  Oct  1                .00    May 10 1996
  ANNUAL SEVEN-DAY MINIMUM                .00  Jan  1                .00  Oct  1                .00    May 10 1996
  INSTANTANEOUS PEAK FLOW                                         118     Feb 23             118       Feb 23 1998
  INSTANTANEOUS PEAK STAGE                                          2.81  Feb 23               2.81    Feb 23 1998
ANNUAL RUNOFF (AC-FT)                 37                        119                         72                  
10 PERCENT EXCEEDS                      .00                        .00                        .00               
50 PERCENT EXCEEDS                      .00                        .00                        .00               
90 PERCENT EXCEEDS                      .00                        .00                        .00               
 
    e  Estimated.