10270680 GREEN CREEK CONDUIT OUTLET NEAR BISHOP, CA

LOCATION.-Lat 37°10'14", long 118°33'50", unsurveyed, T.9 S., R.31 E., Inyo County, Hydrologic Unit 18090102, Inyo National Forest, on right bank 75 ft downstream from outlet of diversion pipe, 0.1 mi upstream from South Lake, and 16.2 mi southwest of Bishop. 
PERIOD OF RECORD.-October 1990 to current year. Unpublished records prior to October 1990 available in files of Southern California Edison Co. 
GAGE.-Water-stage recorder and Parshall flume. Elevation of gage is 9,800 ft above sea level, from topographic map. 
REMARKS.-Records not computed for the winter months.  Flow limited by size of diversion pipe from Green Creek. Water is used for power development downstream from South lake. 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. 

                  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       .48      .29      ---      ---      ---      ---      ---      ---      ---      6.3      3.6      2.3
  2       .46      .28      ---      ---      ---      ---      ---      ---      ---      6.2      3.4      2.3
  3       .47      .23      ---      ---      ---      ---      ---      ---      ---      6.3      3.3      2.3
  4       .47      .09      ---      ---      ---      ---      ---      ---      ---      6.3      3.3      2.6
  5       .47      ---      ---      ---      ---      ---      ---      ---      ---      6.2      3.3      3.3
 
  6       .37      ---      ---      ---      ---      ---      ---      ---      ---      6.1      3.3      3.4
  7       .39      ---      ---      ---      ---      ---      ---      ---      ---      6.1      3.3      3.1
  8       .37      ---      ---      ---      ---      ---      ---      ---      ---      6.1      3.4      2.9
  9       .32      ---      ---      ---      ---      ---      ---      ---      ---      6.4      3.3      2.7
 10       .34      ---      ---      ---      ---      ---      ---      ---      ---      6.5      3.1      2.6
 
 11       .40      ---      ---      ---      ---      ---      ---      ---      ---      6.2      3.1      2.5
 12       .45      ---      ---      ---      ---      ---      ---      ---      ---      6.2      3.0      2.3
 13       .47      ---      ---      ---      ---      ---      ---      ---      ---      6.4      3.0      2.2
 14       .47      ---      ---      ---      ---      ---      ---      ---      ---      6.2      3.0      2.1
 15       .43      ---      ---      ---      ---      ---      ---      ---      ---      5.9      3.1      2.0
 
 16       .41      ---      ---      ---      ---      ---      ---      ---      ---      5.9      3.3      2.0
 17       .37      ---      ---      ---      ---      ---      ---      ---      ---      6.0      3.1      1.9
 18       .37      ---      ---      ---      ---      ---      ---      ---      ---      6.1      3.0      1.8
 19       .33      ---      ---      ---      ---      ---      ---      ---      ---      6.1      2.8      1.7
 20       .31      ---      ---      ---      ---      ---      ---      ---      ---      5.9      2.6      1.6
 
 21       .32      ---      ---      ---      ---      ---      ---      ---      ---      5.9      2.5      1.6
 22       .31      ---      ---      ---      ---      ---      ---      ---      ---      5.9      2.3      1.6
 23       .32      ---      ---      ---      ---      ---      ---      ---      ---      6.0      2.2      1.6
 24       .32      ---      ---      ---      ---      ---      ---      ---      ---      5.9      2.1      1.5
 25       .30      ---      ---      ---      ---      ---      ---      ---      ---      5.3      2.0      1.5
 
 26       .29      ---      ---      ---      ---      ---      ---      ---      ---      4.8      2.1      1.4
 27       .28      ---      ---      ---      ---      ---      ---      ---      ---      4.5      2.1      1.4
 28       .27      ---      ---      ---      ---      ---      ---      ---      ---      4.3      2.1      1.4
 29       .27      ---      ---      ---      ---      ---      ---      ---      ---      4.2      2.0      1.4
 30       .26      ---      ---      ---      ---      ---      ---      ---      2.5      4.1      2.1      1.4
 31       .29      ---      ---      ---      ---      ---      ---      ---      ---      3.8      2.2      ---
 
TOTAL   11.38      ---      ---      ---      ---      ---      ---      ---      ---    178.1     87.0     62.4
MEAN      .37      ---      ---      ---      ---      ---      ---      ---      ---     5.75     2.81     2.08
MAX       .48      ---      ---      ---      ---      ---      ---      ---      ---      6.5      3.6      3.4
MIN       .26      ---      ---      ---      ---      ---      ---      ---      ---      3.8      2.0      1.4
AC-FT      23      ---      ---      ---      ---      ---      ---      ---      ---      353      173      124