1999 California Hydrologic Data Report
11180900 CROW CREEK NEAR HAYWARD, CA - 1999 WY


                                     11180900 CROW CREEK NEAR HAYWARD, CA

LOCATION.-Lat 37°42'18", long 122°02'34", in San Lorenzo Grant, Alameda County, Hydrologic Unit
18050004, on right bank on the upstream side of Crow Canyon Road bridge, 0.4 mi east of Canyon High School, 0.8
mi upstream of confluence of Cull Creek, and 2.3 mi northeast of Castro Valley. 
DRAINAGE AREA.-10.51 mi2. 
PERIOD OF RECORD.-October 1997 to current year. 
GAGE.-Water-stage recorder and crest-stage gage. Elevation of gage is 270 ft above sea level, from topographic
map. 
REMARKS.-Records good except for estimated daily discharges, which are fair. No regulation or diversion upstream
from station. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 1,990 ft3/s, Feb. 3, 1998, gage height, 13.07, from
rating curve extended above 700 ft3/s; minimum daily, 0.05 ft3/s, Oct. 1, 1997.
EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 350 ft3/s, or maximum: 
  			Discharge	Gage height			Discharge	Gage height
  	Date	Time	(ft3/s)	(ft)	Date	Time	(ft3/s)	(ft)
  	Feb. 7	1045	783	8.90	Feb. 17	0130	386	6.90

                  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.65     1.3       3.0      1.4      4.9     19        7.9      4.7     1.8       .97      .66      .44
  2      e.51     1.3       2.0      1.4      4.3     16        6.8      4.4     1.8       .94      .65      .43
  3      e.46     1.3      e3.2      1.3      4.1     22        7.5      4.3     1.7       .92      .62      .40
  4      e.41     1.4       2.0      1.3      3.8     14        7.0      4.4     1.7       .99      .68      .42
  5      e.37     1.4       4.2      1.3      3.4     13        6.1      4.4     1.7       .97      .73      .41
 
  6      e.43     1.6       2.9      1.4     28       12        6.4      4.2     1.6       .91     1.1       .40
  7       .40     3.1       1.7      1.4    263       11        5.5      4.1     1.5       .91      .65      .38
  8       .48     2.0       1.7      1.4     57       18       20        3.9     1.5       .88      .56      .44
  9       .49      .85      1.6      1.3    151       46        8.1      3.6     1.5       .85      .57      .39
 10       .46      .80      1.5     e1.2     50       17        6.0      3.5     1.5       .80      .59      .42
 
 11       .44      .77      1.5     e1.2     36       15        5.4      3.4     1.5       .77      .64      .43
 12       .42      .69      1.5     e1.4     29       14        5.4      3.3     1.5       .76      .61      .42
 13       .46      .68     e4.6     e1.2     27       13        5.4      3.2     1.6       .70      .58      .42
 14       .49      .69      1.7     e1.2     23       16        6.5      3.0     1.4       .71      .55      .46
 15       .49      .69      1.5     e2.6     19       20        5.4      3.0     1.3       .75      .48      .51
 
 16       .43      .69      1.4     e5.7     52       13        4.4      3.1     1.4       .80      .49      .49
 17       .37      .81      1.4     e2.0    121       12        4.2      3.3     1.4       .82      .50      .56
 18       .35      .70      1.4     e8.3     53       11        4.1      3.1     1.5       .78      .55      .37
 19       .37      .69      1.4    e32       38       12        5.3      2.4     1.5       .75      .58      .37
 20       .36      .68      1.5    e36       67       11       13        2.3     1.5       .74      .50      .49
 
 21       .36     e.74      1.3    e13       87       11        4.6      2.2     1.4       .68      .49      .39
 22       .36      .98      1.4     e4.0     45       10       26        2.2     1.4       .68      .41     1.2 
 23       .41    e2.9       1.4     29       36       10       15        2.1     1.4       .66      .40      .40
 24      3.9      1.4       1.3      7.8     31       15        5.7      2.0     1.3       .71      .40      .35
 25      1.4       .77      1.4      5.7     39       24       23        1.9     1.2       .70      .40      .35
 
 26      1.2       .80      1.4     12       27       11       17        2.0     1.2       .68      .39      .32
 27      1.2      1.4       1.4      6.3     23        9.7      7.2      2.1     1.2       .69      .37      .40
 28      1.3      1.5       1.4      4.9     21        9.1      6.3      2.0     1.1       .67      .39      .28
 29      1.4     e2.0       1.4      4.4      ---      8.9      5.6      1.9     1.0       .63      .41      .28
 30      1.3    e16         1.4      4.2      ---      9.0      5.2      1.9      .99      .61      .44      .28
 31      1.2       ---      1.4     14        ---     10        ---      1.8      ---      .64      .45      ---
 
TOTAL   22.87    50.63     56.9    210.3   1343.5    452.7    256.0     93.7    43.09    24.07    16.84    12.90
MEAN      .74     1.69     1.84     6.78     48.0     14.6     8.53     3.02     1.44      .78      .54      .43
MAX       3.9       16      4.6       36      263       46       26      4.7      1.8      .99      1.1      1.2
MIN       .35      .68      1.3      1.2      3.4      8.9      4.1      1.8      .99      .61      .37      .28
AC-FT      45      100      113      417     2660      898      508      186       85       48       33       26
 
    e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1998 - 1999, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN .47 1.31 2.47 28.6 85.1 18.2 12.2 4.59 2.36 1.18 .65 .52 MAX .74 1.69 3.11 50.4 122 21.8 16.0 6.16 3.28 1.58 .77 .61 (WY) 1999 1999 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 MIN .20 .94 1.84 6.78 48.0 14.6 8.53 3.02 1.44 .78 .54 .43 (WY) 1998 1998 1999 1999 1999 1999 1999 1999 1999 1999 1999 1999 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1998 - 1999 ANNUAL TOTAL 6648.11 2583.50 ANNUAL MEAN 18.2 7.08 12.6 HIGHEST ANNUAL MEAN 18.2 1998 LOWEST ANNUAL MEAN 7.08 1999 HIGHEST DAILY MEAN 465 Feb 3 263 Feb 7 465 Feb 3 1998 LOWEST DAILY MEAN .35 Oct 18 .28 Sep 28 .05 Oct 1 1997 ANNUAL SEVEN-DAY MINIMUM .37 Oct 17 .32 Sep 24 .13 Oct 1 1997 INSTANTANEOUS PEAK FLOW 783 Feb 7 1990 Feb 3 1998 INSTANTANEOUS PEAK STAGE 8.90 Feb 7 13.07 Feb 3 1998 ANNUAL RUNOFF (AC-FT) 13190 5120 9160 10 PERCENT EXCEEDS 52 17 26 50 PERCENT EXCEEDS 2.7 1.4 1.6 90 PERCENT EXCEEDS .59 .42 .40


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