1999 California Hydrologic Data Report
10257501 FALLS CREEK NEAR WHITE WATER, CA-Continued - 1999 WY


                              10257501 FALLS CREEK NEAR WHITE WATER, CA-Continued

                           FALLS CREEK AND FALLS CREEK DIVERSION NEAR WHITE WATER

            COMBINED DISCHARGE, IN 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       1.4      1.2     1.3       .91      .90      .80      .90      .89      .50      .25      .32      .34
  2       1.4      1.2     1.3       .91      .85      .80      .80      .77      .65      .26      .34      .38
  3       1.3      1.2     1.2       .91      .85      .79      .81      .66      .52      .28      .33      .40
  4       1.4      1.2     1.2       .91     1.1       .77      .89      .59      .50      .29      .30      .38
  5       1.4      1.2     1.2       .91     1.1       .80      .86      .56      .51      .28      .30      .33
 
  6       1.4      1.2     1.3       .91      .99      .81      .84      .54      .44      .28      .33      .31
  7       1.3      1.2     1.1       .91     1.0       .81      .96      .53      .46      .38      .35      .29
  8       1.3      1.6     1.1       .91     1.0       .81      .90      .54      .48      .73      .35      .28
  9       1.3      1.4     1.0       .89      .97      .80      .89      .56      .49      .65      .35      .29
 10       1.3      1.4     1.0       .89      .98      .81      .85      .55      .48      .49      .34      .31
 
 11       1.3      1.6     1.0       .89      .86      .80      .87      .53      .48      .49      .34      .31
 12       1.3      1.5     1.1       .87      .85      .80     1.3       .51      .43      .73      .33      .31
 13       1.3      1.3     1.1       .88      .85      .79     1.1       .51      .34      .74      .30      .31
 14       1.3      1.3     1.1       .88      .83      .79      .99      .51      .29      .80      .29      .27
 15       1.3      1.3     1.0       .88      .83      .83      .88      .53      .28      .51      .29      .26
 
 16       1.3      1.3     1.0       .87      .83      .82      .81      .52      .28      .43      .28      .26
 17       1.3      1.2     1.0       .87      .84      .79      .79      .49      .29      .37      .28      .29
 18       1.3      1.3     1.0       .87      .83      .82      .77      .47      .30      .37      .27      .34
 19       1.3      1.2     1.0       .87      .83      .81      .75      .46      .29      .35      .28      .32
 20       1.2      1.2      .97      .85      .84      .80      .75      .47      .28      .33      .32      .30
 
 21       1.2      1.2      .99     e.85      .84      .80      .74      .47      .29      .35      .32      .31
 22       1.3      1.2     1.0       .83      .83      .79      .78      .55      .30      .34      .29      .98
 23       1.3      1.2     1.0       .85      .83      .78      .90      .51      .29      .33      .35      .77
 24       1.3      1.1      .96      .87      .82      .79      .90      .50      .27      .32      .31      .51
 25       1.3      1.2      .96      .99      .81      .82      .83      .51      .25      .33      .29      .40
 
 26       1.3      1.2      .97     1.0       .82      .82      .78      .50      .25      .33      .31      .35
 27       1.3      1.2      .95      .99      .82      .80      .75      .48      .27      .32      .31      .33
 28       1.3      1.6      .94      .91      .81      .78      .83      .41      .27      .45      .35      .31
 29       1.3      1.4      .94      .87      ---      .76      .88      .41      .27      .49      .35      .32
 30       1.3      1.3      .93      .87      ---      .74      .94      .48      .25      .36      .32      .32
 31       1.3      ---      .93      .97      ---      .77      ---      .49      ---      .32      .31      ---
 
TOTAL    40.6     38.6    32.54    27.79    24.71    24.70    26.04    16.50    11.00    12.95     9.80    10.88
MEAN     1.31     1.29     1.05      .90      .88      .80      .87      .53      .37      .42      .32      .36
MAX       1.4      1.6      1.3      1.0      1.1      .83      1.3      .89      .65      .80      .35      .98
MIN       1.2      1.1      .93      .83      .81      .74      .74      .41      .25      .25      .27      .26
AC-FT      81       77       65       55       49       49       52       33       22       26       19       22
 


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1995 - 1999, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN .85 1.20 1.16 1.93 3.33 2.82 1.57 1.95 1.54 1.16 .89 1.02 MAX 1.40 1.64 1.71 4.58 8.08 8.75 2.92 4.05 3.33 2.32 1.76 1.52 (WY) 1996 1997 1997 1995 1998 1995 1995 1998 1998 1995 1995 1995 MIN .42 .69 .86 .90 .61 .34 .31 .29 .29 .32 .24 .36 (WY) 1997 1998 1998 1999 1997 1997 1997 1997 1997 1997 1997 1999 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1995 - 1999 ANNUAL TOTAL 928.44 276.11 ANNUAL MEAN 2.54 .76 1.61 HIGHEST ANNUAL MEAN 2.99 1995 LOWEST ANNUAL MEAN .76 1997 HIGHEST DAILY MEAN 34 Feb 14 1.6 Nov 8 50 Mar 5 1995 LOWEST DAILY MEAN .46 Jan 3 .25 Jun 25 .10 Sep 11 1997 ANNUAL SEVEN-DAY MINIMUM .58 Jan 1 .26 Jun 25 .13 Sep 8 1997 INSTANTANEOUS PEAK FLOW 2.2 Nov 11 154 Jan 10 1995 ANNUAL RUNOFF (AC-FT) 1840 548 1160 10 PERCENT EXCEEDS 3.9 1.3 3.1 50 PERCENT EXCEEDS 1.8 .81 .96 90 PERCENT EXCEEDS 1.0 .30 .29 e Estimated.


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