1999 California Hydrologic Data Report
10271200 BISHOP CREEK ABOVE POWERPLANT NO. 6, NEAR BISHOP, CA - 1999 WY


                         10271200 BISHOP CREEK ABOVE POWERPLANT NO. 6, NEAR BISHOP, CA

LOCATION.-Lat 37°21'00", long 118°27'42", in SE 1/4 SE 1/4 sec.9, T.7 S., R.32 E., Inyo County,
Hydrologic Unit 18090102, on left bank, adjacent to Powerplant No. 6 tailrace, and 3.8 mi west of Bishop. 
DRAINAGE AREA.-104 mi2. 
PERIOD OF RECORD.-October 1990 to current year. If records for Bishop Creek Powerplant No. 6 Conduit (station
10271060) are combined with this record, a record equivalent to that published since October 1936 as Bishop Creek
below Powerplant No. 6, near Bishop, discontinued September 1990, can be obtained. Monthly and yearly mean
discharge prior to October 1969, published in WSP 2127. 
GAGE.-Water-stage recorder and Parshall flume. Elevation of gage is 4,510 ft above sea level, from topographic
map. 
REMARKS.-Flow regulated for power development by South Lake, Lake Sabrina, and Intake No. 2 Reservoir (stations
10270700, 10270870, and 10270875), combined capacity, 20,311 acre-ft, and five powerplants. Water is diverted
into basin via Birch-McGee Diversion (station 10270900). Water is diverted out of basin via Abelour Ditch
(station 10270985) for irrigation and domestic use. Diversion to Bishop Creek Powerplant No. 6 (station 10271060)
bypasses this station and is published as a line item below. See schematic diagram of Bishop Creek Basin. 
COOPERATION.-Records collected by Southern California Edison Co., under general supervision of the U.S.
Geological Survey, in connection with a Federal Energy Regulatory Commission project. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 453 ft3/s, July 23, 1998, gage height, 3.77 ft; no
flow on many days in July and August 1992. 

                  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      1.3      74       1.5       .89      .97      3.0     1.7       .84      1.7    33        1.2       .90
  2       .66    101       1.5       .88     1.1       2.9     1.5       .74      1.7    44        1.4       .93
  3       .61    157       1.3       .89     1.1       2.7     1.4       .74      2.4    38        1.5       .89
  4       .61    168       1.4       .89     1.1       2.6     1.5       .74      2.2    38        1.2       .89
  5       .52    125       1.5       .89     1.1      55       1.5       .74      1.7    41        1.2       .89
 
  6       .61     17       1.5       .89     1.1      27       1.5      1.3       1.6    39        1.1       .89
  7       .61      6.3    e1.5       .89     1.1       1.7     1.5       .70      1.6    40        1.1       .89
  8       .61      6.2     1.5       .89      .99      1.7     1.5       .61      1.7    40        1.1       .89
  9       .61      6.2     1.5       .89      .95      1.7     1.2       .58      2.0    42        1.1       .92
 10       .51      6.3    e1.5       .89      .89      1.7     1.2       .58      2.0    43        1.0      1.0 
 
 11       .49      6.2     1.5      1.0      7.3       1.7     1.2       .61      2.0    46        1.1       .98
 12       .49      4.8     1.5      1.1     25         1.7     1.2       .57      1.9    44        1.0       .97
 13       .57      3.7     1.3      1.1     16         1.7     1.2       .53      8.5    40        1.1       .89
 14       .39      3.4     1.1      1.1      1.2       1.7     1.2       .47      2.2    38        1.1       .93
 15       .41      3.4     1.1      1.1      1.2       1.7     1.2      1.0       3.4    34        1.0       .89
 
 16       .40      3.2     1.1      1.0      2.1       1.7     1.2      2.3       8.2    30         .99      .93
 17       .44      3.0     1.1       .89     2.0       1.7     1.2      2.3       8.7    26        1.1       .89
 18       .40      3.0     1.1      1.0      2.8       1.8     1.2      2.3       7.0    22         .98     1.1 
 19       .50      3.0     1.0      1.1      2.6       2.3     1.4      2.3       9.9    20         .98      .99
 20       .39      2.3    e1.0      1.1      2.6       2.2     1.2      2.2      20      17         .95      .94
 
 21       .38      2.2    e1.0       .92     2.9       2.3      .98     2.3      30      15         .98      .94
 22       .46      2.0    e1.1       .89     2.9       2.3      .89     2.2      14      10         .97     1.0 
 23       .49      1.7    e1.1       .89     3.0       2.3      .89     2.3      11       5.2       .97     1.1 
 24       .47      1.7    e1.2      e.90     3.0       2.3      .89     2.3      23       6.7       .97     1.0 
 25       .47      1.5     1.2      e.90     3.7       2.3      .89     2.2      27       6.4       .98      .96
 
 26     12         1.5     1.2      e.90     3.4       2.3      .89     2.3      25       1.3      1.0       .99
 27     66         1.5     1.1      e.93     3.4       2.3      .89     3.8      18        .36     1.6       .96
 28     66         1.5     1.1      e.90     3.4       2.3      .78     2.1      17        .31      .89     1.0 
 29     81         1.5     1.1      e.90      ---      2.3      .74     2.4      21        .29      .89     1.0 
 30     76         1.6     1.1       .91      ---      2.1      .86     2.2      33        .38     3.1       .99
 31     78         ---      .97      .89      ---      1.8      ---     1.7       ---     1.2      1.0       ---
 
TOTAL  392.40    719.7    38.67    29.31    98.90    142.8    35.40    47.95    309.4   762.14    35.55    28.54
MEAN     12.7     24.0     1.25      .95     3.53     4.61     1.18     1.55     10.3     24.6     1.15      .95
MAX        81      168      1.5      1.1       25       55      1.7      3.8       33       46      3.1      1.1
MIN       .38      1.5      .97      .88      .89      1.7      .74      .47      1.6      .29      .89      .89
AC-FT     778     1430       77       58      196      283       70       95      614     1510       71       57
 a       4990     5900     6200     5150     3940     4740     4770     6690     7500     7770     6720     5710
  	e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1991 - 1999, BY WATER YEAR (WY) MEAN 6.87 5.46 1.56 5.95 2.59 2.67 2.72 7.89 32.7 83.3 40.4 7.37 MAX 37.4 24.0 5.34 38.6 10.9 7.54 15.9 29.9 86.7 240 171 37.5 (WY) 1998 1999 1996 1997 1998 1994 1996 1996 1997 1995 1995 1998 MIN .11 .19 .19 .17 .21 .19 .18 .12 .064 .035 .048 .082 (WY) 1993 1991 1993 1993 1993 1992 1992 1992 1992 1992 1992 1992 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1991 - 1999 ANNUAL TOTAL 14094.16 2640.76 ANNUAL MEAN 38.6 7.23 16.8 HIGHEST ANNUAL MEAN 43.2 1995 LOWEST ANNUAL MEAN .34 1992 HIGHEST DAILY MEAN 420 Jul 24 168 Nov 4 420 Jul 24 1998 LOWEST DAILY MEAN .25 Sep 26 .29 Jul 29 .00 Jul 27 1992 ANNUAL SEVEN-DAY MINIMUM .29 Sep 21 .42 Oct 15 .00 Jul 27 1992 INSTANTANEOUS PEAK FLOW 189 Nov 4 453 Jul 23 1998 INSTANTANEOUS PEAK STAGE 2.35 Nov 4 3.77 Jul 23 1998 ANNUAL RUNOFF (AC-FT) 27960 5240 12150 ANNUAL DIVERSION (AC-FT) a 79850 70090 10 PERCENT EXCEEDS 158 21 55 50 PERCENT EXCEEDS 1.6 1.3 1.5 90 PERCENT EXCEEDS .41 .72 .17 a Diversion, in acre-feet, to Bishop Creek Powerplant No. 6, provided by Southern California Edison Co.


Back to 1999 California Hydrologic Data Report Index

USGS Water Resources of California

USGS Headquarters | Biology | Geology | Mapping | Water

Contact: webmaster@maildcascr.wr.usgs.gov
Last modified: Wed Jun 14 11:27:14 PDT 2000