1999 California Hydrologic Data Report
10264660 MOJAVE CREEK AT ROSAMOND BOULEVARD, AT EDWARDS AIR FORCE BASE, CA - 1999 WY


                  10264660 MOJAVE CREEK AT ROSAMOND BOULEVARD, AT EDWARDS AIR FORCE BASE, CA

LOCATION.-Lat 34°54'51", long 117°55'00", in SE 1/4 SE 1/4 sec.34, T.10 N., R.10 W., Kern County,
Hydrologic Unit 18090206, on right bank corner of Rosamond Boulevard and Lancaster Boulevard, and 0.8 mi
southeast of Edwards Air Force Base.
DRAINAGE AREA.-174.85 mi2.
PERIOD OF RECORD.-October 1997 to current year.
GAGE.-Water-stage recorder, crest-stage gage, and culvert control. Elevation of gage is 2,310 ft above sea level,
from topographic map.
REMARKS.-No regulation or diversion upstream from station.
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 42 ft3/s, July 10, 1999, gage-height, 5.34 ft; no
flow for many days in most years.

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

                                               DAILY MEAN VALUES
(NOT PREVIOUSLY PUBLISHED)
 
 DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
   1      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
   2      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
   3      e.00     e.00     e.00     e.00     1.3       .00      .00     e.00     e.00     e.00      .00      .00
   4      e.00     e.00     e.00     e.00      .02      .00      .00     e.00     e.00     e.00      .00     1.4 
   5      e.00     e.00     e.00     e.00      .00      .00      .00     e.06     e.00     e.00      .00      .00
 
   6      e.00     e.00     e.16     e.00     1.8       .00      .00     e.00     e.00     e.00      .00      .00
   7      e.00     e.00     e.00     e.00     1.3       .00      .00     e.00     e.00     e.00      .00      .00
   8      e.00     e.00     e.00     e.00      .97      .00      .00     e.00     e.00     e.00      .00      .00
   9      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
  10      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
 
  11      e.00     e.00     e.00     e.00      .04      .00      .00     e.00     e.00     e.00      .00      .00
  12      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
  13      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
  14      e.00     e.00     e.00     e.00      .00     1.7       .00     e.00     e.00     e.00      .00      .00
  15      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00     e.00      .00      .00
 
  16      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
  17      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
  18      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
  19      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
  20      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
 
  21      e.00     e.00     e.00     e.00      .00      .00      .00     e.00     e.00      .00      .00      .00
  22      e.00     e.00     e.00     e.00     1.0       .00      .00     e.00     e.00      .00      .00      .00
  23      e.00     e.00     e.00     e.00     5.7       .00      .00     e.00     e.00      .00      .00      .00
  24      e.00     e.00     e.00     e.00     2.4       .00      .00     e.00     e.00      .00      .00      .00
  25      e.00     e.00     e.00     e.00      .25     1.9       .00     e.00     e.00      .00      .00      .00
 
  26      e.00     e.00     e.00     e.00      .03      .00      .00     e.00     e.00      .00      .00      .00
  27      e.00     e.00     e.00     e.00      .00      .00     e.00     e.00     e.00      .00      .00      .00
  28      e.00     e.00     e.00     e.00      .00      .00     e.00     e.00     e.00      .00      .00      .00
  29      e.00     e.00     e.00     e.00      ---      .00     e.00     e.00     e.00      .00      .00     e.00
  30      e.00     e.00     e.00     e.00      ---      .00     e.00     e.00     e.00      .00      .00     e.00
  31      e.00      ---     e.00      .00      ---      .00      ---     e.00      ---      .00      .00      ---
 
 TOTAL    0.00     0.00     0.16     0.00    14.81     3.60     0.00     0.06     0.00     0.00     0.00     1.40
 MEAN     .000     .000     .005     .000      .53      .12     .000     .002     .000     .000     .000     .047
 MAX       .00      .00      .16      .00      5.7      1.9      .00      .06      .00      .00      .00      1.4
 MIN       .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00
 AC-FT     .00      .00       .3      .00       29      7.1      .00       .1      .00      .00      .00      2.8

 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1998 - 1998, BY WATER YEAR (WY)                                 
 
 MEAN     .000     .000     .005     .000      .53      .12     .000     .002     .000     .000     .000     .047
 MAX      .000     .000     .005     .000      .53      .12     .000     .002     .000     .000     .000     .047
 (WY)     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998
 MIN      .000     .000     .005     .000      .53      .12     .000     .002     .000     .000     .000     .047
 (WY)     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998     1998
 
 SUMMARY STATISTICS                            FOR 1998 WATER YEAR
 
 ANNUAL TOTAL                                       20.03         
 ANNUAL MEAN                                          .055        
   HIGHEST DAILY MEAN                                  5.7    Feb 23
   LOWEST DAILY MEAN                                    .00   Oct  1
   ANNUAL SEVEN-DAY MINIMUM                             .00   Oct  1
   INSTANTANEOUS PEAK FLOW                            30      Dec  6
   INSTANTANEOUS PEAK STAGE                            4.90   Dec  6
 ANNUAL RUNOFF (AC-FT)                              40            
 10 PERCENT EXCEEDS                                   .00         
 50 PERCENT EXCEEDS                                   .00         
 90 PERCENT EXCEEDS                                   .00         
 
     e  Estimated.

                  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      e.00     e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00
   2      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   3      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   4      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   5      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
 
   6      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   7      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   8      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
   9      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
  10      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     3.5      e.00     e.00
 
  11      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .01     e.00     e.00
  12      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
  13      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
  14      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00      .00     e.00     e.00
  15      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
 
  16      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  17      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  18      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  19      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  20      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
 
  21      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  22      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  23      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  24      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  25      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
 
  26      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  27      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  28      e.00     e.00     e.00     e.00      .00      .00      .00      .00      .00     e.00     e.00     e.00
  29      e.00     e.00     e.00     e.00      ---      .00      .00      .00      .00     e.00     e.00     e.00
  30      e.00     e.00     e.00     e.00      ---      .00      .00      .00      .00     e.00     e.00     e.00
  31      e.00      ---     e.00     e.00      ---      .00      ---      .00      ---     e.00     e.00      ---
 
 TOTAL    0.00     0.00     0.00     0.00     0.00     0.00     0.00     0.00     0.00     3.51     0.00     0.00
 MEAN     .000     .000     .000     .000     .000     .000     .000     .000     .000      .11     .000     .000
 MAX       .00      .00      .00      .00      .00      .00      .00      .00      .00      3.5      .00      .00
 MIN       .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00
 AC-FT     .00      .00      .00      .00      .00      .00      .00      .00      .00      7.0      .00      .00

 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1998 - 1999, BY WATER YEAR (WY)                                 
 
 MEAN     .000     .000     .003     .000      .26     .058     .000     .001     .000     .057     .000     .023
 MAX      .000     .000     .005     .000      .53      .12     .000     .002     .000      .11     .000     .047
 (WY)     1998     1998     1998     1998     1998     1998     1998     1998     1998     1999     1998     1998
 MIN      .000     .000     .000     .000     .000     .000     .000     .000     .000     .000     .000     .000
 (WY)     1998     1998     1999     1998     1999     1999     1998     1999     1998     1998     1998     1999
 
 SUMMARY STATISTICS           FOR 1998 CALENDAR YEAR        FOR 1999 WATER YEAR           WATER YEARS 1998 - 1999
 
 ANNUAL TOTAL                          19.87                       3.51                                          
 ANNUAL MEAN                             .054                       .010                       .032              
 HIGHEST ANNUAL MEAN                                                                           .055          1998
 LOWEST ANNUAL MEAN                                                                            .010          1999
   HIGHEST DAILY MEAN                     5.7   Feb 23               3.5   Jul 10               5.7     Feb 23
1998
   LOWEST DAILY MEAN                       .00  Jan  1                .00  Oct  1                .00    Oct  1
1997
   ANNUAL SEVEN-DAY MINIMUM                .00  Jan  1                .00  Oct  1                .00    Oct  1
1997
   INSTANTANEOUS PEAK FLOW                                          42     Jul 10              42       Jul 10
1999
   INSTANTANEOUS PEAK STAGE                                          5.34  Jul 10               5.34    Jul 10
1999
 ANNUAL RUNOFF (AC-FT)                 39                          7.0                       23                  
 10 PERCENT EXCEEDS                      .00                        .00                        .00               
 50 PERCENT EXCEEDS                      .00                        .00                        .00               
 90 PERCENT EXCEEDS                      .00                        .00                        .00               
 
     e  Estimated.

   
   


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