1997 California Hydrologic Data Report

10260500 DEEP CREEK NEAR HESPERIA, CA - 1997 WY


                                     10260500 DEEP CREEK NEAR HESPERIA, CA

LOCATION.-Lat 34°20'28", long 117°13'39", in NE 1/4 SE 1/4 sec.18, T.3 N., R.3 W., San Bernardino County, Hydrologic Unit 18090208, on 
  right bank 0.5 mi upstream from confluence with West Fork Mojave River at Mojave River Forks Dam, 7 mi southeast of Hesperia, and 11 mi 
  downstream from Lake Arrowhead. 
DRAINAGE AREA.-134 mi2. 
PERIOD OF RECORD.-October 1904 to September 1922, October 1929 to current year. Prior to January 1930, monthly discharge only, published 
  in WSP 1314. 
REVISED RECORDS.-WSP 1314: 1931(M). WSP 1927: Drainage area. 
GAGE.-Water-stage recorder. Broad-crested weir since December 1938. Elevation of gage is 3,050 ft above sea level, from topographic map. See 
  WSP 1314 for history of changes prior to Dec. 10, 1938. 
REMARKS.-Records fair except those for estimated daily discharges, which are poor. Slight regulation by Lake Arrowhead, capacity,    
  48,000 acre-ft, principally used for recreation. Sewage effulent from Lake Arrowhead area is released above gage at times. See schematic 
  diagram of Mojave River Basin.
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 46,600 ft3/s, Mar. 2, 1938, gage height unknown, on basis of slope-area 
  measurement of peak flow; maximum gage height, 23.81 ft, Feb. 10, 1978 (backwater from Mojave River Forks Reservoir); no flow       
  July 17, 18, 1961. 
EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 400 ft3/s, or maximum: 
  			Discharge	Gage height			Discharge	Gage height
  	Date	Time	(ft3/s)	(ft)	Date	Time	(ft3/s)	(ft)
  	Nov. 22	1000	498	3.34	Jan. 3	1045	433	2.96
  	Dec. 10	0215	2,410	4.59	Jan. 26	0945	5,000	6.23

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1      e1.5     12       11         37       94       36     21        8.4     e3.2    e1.4      e.70     e.56
  2      e1.5      8.2     10         39       85       32     20        8.3     e3.1    e1.4      e.66     e.56
  3      e1.5      7.5      9.7      227       76       32     20        8.7     e3.1    e1.4      e.64     e.62
  4      e1.5      6.9      9.6      148       70       31     22        9.2     e3.1    e1.4      e.62     e.72
  5      e1.5      6.4      9.4       73       66       30     21        8.9     e3.1    e1.4      e.60     e.94
 
  6      e1.4      6.0      9.3       58       61       29     21       e8.6     e3.1    e1.4      e.59     e.94
  7      e1.4      5.8      9.3       43       55       29     19       e8.2     e3.1    e1.4      e.58     e.94
  8      e1.4      5.7      9.2       37       51       28     18       e7.8     e3.1    e1.4      e.57     e.95
  9      e1.4      6.0     11         34       48       28     18       e7.4     e3.1    e1.4      e.57     e.95
 10      e1.4      6.1    566         31       46       29     18       e7.1     e3.1    e1.3      e.56     e.95
 
 11      e1.4      6.2    145         30       44       30     17       e6.8     e3.1    e1.3      e.56     e.95
 12      e1.4      6.2     82         29       42       30     16       e6.5     e3.1    e1.3      e.55     e.96
 13      e1.5      6.2     52         36       40       30     15       e6.2     e3.1    e1.3      e.55     e.96
 14      e1.5      6.0     37         35       38       30     15       e5.9     e3.1    e1.3      e.54     e.97
 15      e1.6      6.0     30         36       37       29     14       e5.7      3.1    e1.2      e.54     e.98
 
 16      e1.6      6.1     26         48       36       29     13       e5.4      3.0    e1.2      e.54     e.99
 17      e1.6      6.4     24         40       38       29     11       e5.2      3.0    e1.2      e.54    e1.0 
 18      e1.7      6.4     22         40       40       28      9.9     e5.0      2.9    e1.2      e.54    e1.0 
 19      e1.8      6.4     20         41       39       28      9.3     e4.8      2.8    e1.1      e.54    e1.0 
 20      e1.9      6.4     19         48       38       27      9.3     e4.6      2.6    e1.1      e.54    e1.1 
 
 21      e2.0      6.9     18         59       38       26      9.0     e4.5      2.4    e1.1      e.55    e1.1 
 22      e2.1    209       58         52       36       26      8.7     e4.3      2.2    e1.0      e.55    e1.1 
 23      e2.2    105      114         98       34       25      8.5     e4.1      2.1    e1.0      e.55    e1.1 
 24      e2.3     42       47        141       32       25      8.4     e4.0      1.9     e.98     e.55    e1.1 
 25      e2.4     28       34         97       30       24      8.3     e3.9      1.8     e.95     e.55     2.0 
 
 26      e2.5     22       29       2480       29       23      8.2     e3.7      1.7     e.92     e.55     2.8 
 27      e2.6     18       27        689       30       23      8.3     e3.6     e1.6     e.88     e.55     2.8 
 28      e3.4     16       60        244       44       23      8.5     e3.5     e1.5     e.84     e.55     3.2 
 29       4.8     13       55        161      ---       22      8.6     e3.4     e1.5     e.80     e.56     2.7 
 30       4.9     12       39        128      ---       21      8.4     e3.3     e1.5     e.76     e.56     2.3 
 31      22        ---     36        106      ---       21      ---     e3.2      ---     e.73     e.56      ---
 
TOTAL    81.7    604.8   1628.5     5365     1317      853    412.4    180.2     79.1    36.06    17.61    38.24
MEAN     2.64     20.2     52.5      173     47.0     27.5     13.7     5.81     2.64     1.16      .57     1.27
MAX        22      209      566     2480       94       36       22      9.2      3.2      1.4      .70      3.2
MIN       1.4      5.7      9.2       29       29       21      8.2      3.2      1.5      .73      .54      .56
AC-FT     162     1200     3230    10640     2610     1690      818      357      157       72       35       76
  
    e  Estimated.



STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1905 - 1997, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 5.25 19.7 57.0 137 209 218 144 61.8 17.3 5.61 3.19 3.58 MAX 42.0 606 843 2062 2028 1539 747 248 67.0 25.9 29.2 54.3 (WY) 1984 1966 1922 1993 1993 1978 1958 1915 1922 1969 1983 1976 MIN .23 1.14 2.53 4.56 6.07 4.87 3.20 2.37 1.14 .14 .13 .10 (WY) 1934 1957 1905 1951 1951 1956 1951 1934 1956 1961 1933 1933 SUMMARY STATISTICS FOR 1996 CALENDAR YEAR FOR 1997 WATER YEAR WATER YEARS 1905 - 1997 ANNUAL TOTAL 15077.25 10613.61 ANNUAL MEAN 41.2 29.1 72.7 HIGHEST ANNUAL MEAN 411 1993 LOWEST ANNUAL MEAN 3.06 1951 HIGHEST DAILY MEAN 3910 Feb 21 2480 Jan 26 14700 Jan 25 1969 LOWEST DAILY MEAN .83 Sep 1 .54 Aug 14 .00 Jul 17 1961 ANNUAL SEVEN-DAY MINIMUM .83 Aug 29 .54 Aug 14 .07 Jul 12 1961 INSTANTANEOUS PEAK FLOW 5000 Jan 26 46600 Mar 2 1938 INSTANTANEOUS PEAK STAGE 6.23 Jan 26 23.81 Feb 10 1978 ANNUAL RUNOFF (AC-FT) 29910 21050 52690 10 PERCENT EXCEEDS 60 47 141 50 PERCENT EXCEEDS 9.8 6.4 10 90 PERCENT EXCEEDS 1.0 .75 .98


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