USGS
1998 California Hydrologic Data Report
11180900 CROW CREEK NEAR HAYWARD, CA - 1998 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 upstream side of Crow Canyon 
Rd. bridge, 0.4 mi east of Canyon High School, 0.8 mi upstream of confluence of Cull Creek, 2.3 mi northeast of Castro Valley. 
DRAINAGE AREA.-10.51 mi2. 
PERIOD OF RECORD.-October 1997 to September 1998. 
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 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)
  	Jan. 18	1500	1,080	10.12	Feb. 14	1300	605	8.08
  	Feb. 3	0015	1,990	13.07	Feb. 21	1230	597	8.04
  	Feb. 7	1545	649	8.29	Apr. 4	0045	466	7.36

                  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      e.05     e.18    e1.6      e.70       41     28       13        7.0      4.5     2.3      1.1       .58
  2      e.30     e.20    e1.2     e3.1       413     26       13        7.0      4.5     2.4      1.0       .58
  3      e.16     e.20    e1.1     e2.8       465     23       53        6.8      4.4     2.3       .92      .59
  4      e.09     e.20     e.90   e26         123     19       90        6.8      4.2     2.1       .82      .59
  5      e.09     e.17    e1.1    e10          97     26       15        8.2      4.0     2.0       .77      .59
 
  6      e.11     e.18    e1.0     e6.4       217     22       14        6.8      4.0     1.9       .79      .59
  7      e.11     e.20   e42       e5.8       204     21       13        6.3      4.3     1.8       .83      .61
  8      e.11     e.28   e13       e5.1       163     17       12        6.0      4.1     1.8       .92      .60
  9     e1.4      e.29    e5.9     e6.0       104     15       11        5.1      3.8     1.9       .95      .59
 10      e.42    e1.3     e2.9    e22          86     13       11        4.9      3.8     1.9       .87      .61
 
 11      e.20     e.50     2.0    e76          72     12       10        5.2      3.8     1.8       .78      .59
 12      e.16     e.21     1.8   e300          81     12       11       10        3.6     1.7       .68      .59
 13      e.19     e.24     1.7   e100          68     83       52        7.1      3.5     1.6       .63      .59
 14      e.17     e.28     6.8    e48         185     17       17        5.5      3.3     1.6       .63      .60
 15      e.16    e1.2     e2.7   e200          94     13       12        5.3      3.2     1.6       .68      .58
 
 16      e.16     e.40    e1.3     67          92     12       11        5.2      3.1     1.5       .72      .60
 17      e.16     e.22    e1.1     34          76     11       11        5.0      2.8     1.5       .72      .58
 18      e.15     e.22     e.90   234          59     10       10        5.0      2.7     1.5       .86      .58
 19      e.15     e.40     e.77    92         118      9.4      9.7      4.9      2.7     1.3       .89      .59
 20      e.17     e.27     e.66    39          71     10        9.4      4.8      2.7     1.0       .84      .59
 
 21      e.16     e.21     e.61    27         155      9.0      9.1      4.7      2.7     1.4       .82      .58
 22      e.15     e.20     e.55    21          87      8.3      8.9      4.7      2.6     1.5       .70     e.58
 23      e.15     e.23     e.56    17         113     51        8.6      4.5      2.7     1.5       .69     e.57
 24      e.15     e.59     e.55    15          69     55        8.5      4.5      2.8     1.3       .67     e.59
 25      e.14     e.54     e.59    14          55     50        8.2      4.4      2.8     1.2       .69     e.61
 
 26      e.14   e11        e.48    14          45     21        7.9      4.3      2.5     1.0       .76     e.60
 27      e.14    e1.4      e.51    15          37     17        7.7      6.1      2.3      .90      .65     e.66
 28      e.13     e.82     e.56    12          32     15        7.4     19        2.2      .95      .59     e.61
 29      e.11     e.90     e.58   107         ---     13        7.3      6.1      2.3     1.1       .62     e.94
 30      e.14    e5.1      e.54    22         ---     12        7.0      5.1      2.4     1.3       .59     e.83
 31      e.18      ---     e.50    20         ---     24        ---      4.7      ---     1.3       .59      ---
 
TOTAL    6.10    28.13    96.46  1561.90     3422    674.7    478.7    191.0     98.3    48.95    23.77    18.39
MEAN      .20      .94     3.11     50.4      122     21.8     16.0     6.16     3.28     1.58      .77      .61
MAX       1.4       11       42      300      465       83       90       19      4.5      2.4      1.1      .94
MIN       .05      .17      .48      .70       32      8.3      7.0      4.3      2.2      .90      .59      .57
AC-FT      12       56      191     3100     6790     1340      950      379      195       97       47       36
 
    e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1998 - 1998, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN .20 .94 3.11 50.4 122 21.8 16.0 6.16 3.28 1.58 .77 .61 MAX .20 .94 3.11 50.4 122 21.8 16.0 6.16 3.28 1.58 .77 .61 (WY) 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 MIN .20 .94 3.11 50.4 122 21.8 16.0 6.16 3.28 1.58 .77 .61 (WY) 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 1998 SUMMARY STATISTICS FOR 1998 WATER YEAR ANNUAL TOTAL 6648.40 ANNUAL MEAN 18.2 HIGHEST DAILY MEAN 465 Feb 3 LOWEST DAILY MEAN .05 Oct 1 ANNUAL SEVEN-DAY MINIMUM .13 Oct 1 INSTANTANEOUS PEAK FLOW 1990 Feb 3 INSTANTANEOUS PEAK STAGE 13.07 Feb 3 ANNUAL RUNOFF (AC-FT) 13190 10 PERCENT EXCEEDS 52 50 PERCENT EXCEEDS 2.6 90 PERCENT EXCEEDS .21


1998 California Hydrologic Data Report Index
USGS Water Resources of California

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Last modified: Wed Aug 4 09:40:26 PDT 1999