USGS
1998 California Hydrologic Data Report
10271200 BISHOP CREEK ABOVE POWERPLANT NO. 6, NEAR BISHOP, CA - 1998 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 1997 TO SEPTEMBER 1998

                                               DAILY MEAN VALUES
 DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1       3.7    13        1.7      2.3       .33     1.4       .66      .39      .88      161      164    33   
  2       3.6    14        1.7      2.2      1.3      1.5       .74      .37     1.4       158      152    35   
  3       3.8    12        1.9      2.0      2.1      1.5       .61      .37      .89      158      143    41   
  4       3.7     3.9      1.7      2.0     65        1.5       .57     1.6       .50      152      134    79   
  5       3.4     3.1      1.7     e2.0     81        1.5       .40     3.3       .42      151      133   118   
 
  6       3.4     2.3      1.7     e2.0     59        1.4       .40     3.2       .35      152      137   121   
  7       3.4     2.3      1.7      2.0     22        1.5       .38     2.8       .33      160      161   110   
  8       3.4    44        1.7      2.0     22        1.5       .39     2.6       .54      167      191    98   
  9       3.2     1.2      1.5      2.0     17        1.5       .83     2.2      1.1       179      189    94   
 10       2.6     2.0       .60     1.8      3.0      1.5      1.8      1.7      2.7       201      178    86   
 
 11       2.3     1.8       .39     1.7      2.6      1.5      1.7      1.7      2.4       212      168    81   
 12       3.8     1.7       .36     1.7      2.5      1.5      1.7      1.5     13         200      158    77   
 13       2.7     1.2       .34     1.7      2.0      1.2      1.5      1.5     10         204      164    53   
 14       2.6     1.2       .34     1.7      2.1      1.2      1.3      1.4      1.5       202      158    40   
 15       2.6     1.2       .35     1.7      2.0      1.2      1.2      1.3     17         190      151    36   
 
 16       2.6     1.2       .34     1.7      2.0      1.2       .92     1.1     55         176      143    11   
 17       2.6     1.1      1.1      1.7      1.7      1.2       .74      .99    53         188      123     2.1 
 18       2.6     1.1      2.0      1.7      1.7      1.2       .73      .74    45         201      100     1.3 
 19       2.3      .81     1.8      1.5      1.7      1.2       .61      .64    49         218       81      .39
 20      35        .48     1.7      1.2      1.7      1.2       .61      .58    55         247       71     1.5 
 
 21      22       1.4      1.6      1.9      1.7      1.2       .61      .46    60         338       58      .40
 22     128       2.5      1.5       .42     1.7      1.2       .61      .46    60         356       49      .32
 23     135       2.6      2.0       .34     1.8      1.2       .46      .47    65         396       45      .28
 24      45       2.6      1.3       .34     1.5      1.2       .46      .47    62         420       26      .28
 25      39       2.6      1.3       .32     1.5      1.4       .43      .42    67         407       11      .26
 
 26      45       2.3      1.2       .32     1.5      2.4       .43      .43    79         333       17      .25
 27     108       2.0      1.2       .31     1.5       .62      .44      .45    76         279       21      .26
 28     137       2.0      1.1       .31     1.5       .46      .43      .41    75         259       20      .55
 29     198       1.8      1.2       .31      ---      .36      .43      .42    84         233       21     2.1 
 30     175       1.7      1.1       .31      ---      .35      .42      .44   114         218       25      .67
 31      34        ---     1.8       .31      ---      .38      ---      .41      ---      188       29      ---
 
TOTAL  1159.3   131.09    39.92    41.79   305.43    38.17    22.51    34.82  1052.01     7104     3221  1123.66
MEAN     37.4     4.37     1.29     1.35     10.9     1.23      .75     1.12     35.1      229      104     37.5
MAX       198       44      2.0      2.3       81      2.4      1.8      3.3      114      420      191      121
MIN       2.3      .48      .34      .31      .33      .35      .38      .37      .33      151       11      .25
AC-FT    2300      260       79       83      606       76       45       69     2090    14090     6390     2230
 a       4900     5970     5430     5470     4450     5880     6270     6320     8530     8820     8970     8030
  	e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1991 - 1998, BY WATER YEAR (WY) MEAN 6.15 3.15 1.60 6.58 2.48 2.42 2.91 8.69 35.5 90.6 45.3 8.17 MAX 37.4 14.9 5.34 38.6 10.9 7.54 15.9 29.9 86.7 240 171 37.5 (WY) 1998 1994 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 1997 CALENDAR YEAR FOR 1998 WATER YEAR WATER YEARS 1991 - 1998 ANNUAL TOTAL 9458.63 14273.70 ANNUAL MEAN 25.9 39.1 18.0 HIGHEST ANNUAL MEAN 43.2 1995 LOWEST ANNUAL MEAN .34 1992 HIGHEST DAILY MEAN 198 Oct 29 420 Jul 24 420 Jul 24 1998 LOWEST DAILY MEAN .34 Dec 13 .25 Sep 26 .00 Jul 27 1992 ANNUAL SEVEN-DAY MINIMUM .39 Dec 10 .29 Sep 21 .00 Jul 27 1992 INSTANTANEOUS PEAK FLOW 453 Jul 23 453 Jul 23 1998 INSTANTANEOUS PEAK STAGE 3.77 Jul 23 3.77 Jul 23 1998 ANNUAL RUNOFF (AC-FT) 18760 28310 13010 ANNUAL DIVERSION (AC-FT) a 84670 79050 10 PERCENT EXCEEDS 106 158 60 50 PERCENT EXCEEDS 2.3 1.8 1.5 90 PERCENT EXCEEDS .61 .41 .15 a Diversion, in acre-feet, to Bishop Creek Powerplant No. 6, provided by Southern California Edison Co.


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