1996 California Hydrologic Data Report

10287770 LEE VINING CREEK BELOW RHINEDOLLAR DAM, NEAR LEE VINING, CA - 1996 WY

                      10287770  LEE VINING CREEK BELOW RHINEDOLLAR DAM, NEAR LEE VINING, CA

LOCATION.--Lat 37°56'10", long 119°13'48", in SW 1/4 NW 1/4 sec.21, T.1 N., R.25 E., Mono County, Hydrologic
   Unit 18090101, Inyo National Forest, on left bank 100 ft downstream from Rhinedollar Dam Spillway and 6.3 mi
   west of Lee Vining.

DRAINAGE AREA.--16.7 mi2.

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  Unpublished records prior to October 1990 available in files of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 9,450 ft above sea level, from topographic
   map.

REMARKS.--Flow regulated for power development by Saddlebag, Tioga, and Ellery Lakes (stations 10287650,
   10287700, and 10287760).  Most of the water is diverted at Ellery Lake to Poole Powerplant via Poole
   Powerplant Conduit intake (station 10287762).  Estimated discharges are on days when flow released directly
   from conduit bypasses the gage.

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, 310 ft3/s, July 9, 1995, gage height, 4.63 ft; maximum gage
   height, 5.52 ft, Mar. 22, 1993, (backwater from snow); no flow for many days each year.


                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996
                                               DAILY MEAN VALUES

DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP

  1       .00      .00      .00      .00      .00   e19         .00      .00      .00     1.2       .00      .00
  2       .00      .00      .00      .00      .00   e14         .00      .00     8.1     21         .00      .00
  3       .00      .00      .00      .00      .00   e11         .00      .00    58       40         .00      .00
  4       .00      .00      .00      .00      .00    e7.0       .00      .00    77       18         .00      .00
  5       .00      .00      .00      .00      .00      .00      .00      .00    81        5.7       .00      .00

  6       .00      .00      .00      .00      .00      .00   e15         .00    83        2.3       .00      .00
  7       .00      .00      .00      .00      .00      .00   e29         .00   104       10         .00      .00
  8       .00      .00      .00      .00      .00      .00   e27         .00   119       22         .00      .00
  9       .00      .00      .00      .00      .00      .00    26         .00    99       22         .00      .00
 10       .00      .00      .00      .00      .00      .00    24         .00    90       17         .00      .00

 11       .00      .00      .00      .00      .00      .00    22         .00    93       34         .00      .00
 12       .00      .00      .00      .00      .00      .00    21        1.9     82       68         .00      .00
 13       .00      .00      .00      .00      .00      .00    20       31      108       15         .00      .00
 14       .00      .00      .00      .00      .00      .00    20       44      120        8.2       .00      .00
 15       .00      .00      .00      .00      .00      .00    25       36       92       16         .00      .00

 16       .00      .00      .00      .00      .00      .00    25       52       83        8.7       .00      .00
 17       .00      .00      .00      .00      .00      .00    20        4.7     82         .73      .00      .00
 18       .00      .00      .00      .00      .00      .00    20         .00    58         .34      .00      .00
 19       .00      .00      .00      .00      .00      .00    18         .00    62         .08      .00      .00
 20       .00      .00      .00      .00      .00      .00    17         .00    86         .00      .00      .00

 21       .00      .00      .00      .00      .00      .00    17         .00    60         .00      .00      .00
 22       .00      .00      .00      .00     e.13      .00    17         .00    28         .00      .00      .00
 23       .00      .00      .00      .00    e3.5       .00    18         .00    28         .00      .00      .00
 24       .00      .00      .00      .00   e11         .00    22         .00    31         .00      .00      .00
 25       .00      .00      .00      .00   e17         .00   e20         .00     9.3       .00      .00      .00

 26       .00      .00      .00      .00   e20         .00      .00      .00      .00      .00      .00      .00
 27       .00      .00      .00      .00   e40         .00      .00      .00      .00      .00      .00      .00
 28       .00      .00      .00      .00   e40         .00      .00      .00      .00      .00      .00      .00
 29       .00      .00      .00      .00   e25         .00      .00      .00      .00      .00      .00      .00
 30       .00      .00      .00      .00      ---      .00      .00      .00      .00      .17      .00      .00
 31       .00      ---      .00      .00      ---      .00      ---      .00      ---      .00      .00      ---

TOTAL    0.00     0.00     0.00     0.00   156.63    51.00   423.00   169.60  1741.40   310.42     0.00     0.00
MEAN     .000     .000     .000     .000     5.40     1.65     14.1     5.47     58.0     10.0     .000     .000
MAX       .00      .00      .00      .00       40       19       29       52      120       68      .00      .00
MIN       .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00      .00
AC-FT     .00      .00      .00      .00      311      101      839      336     3450      616      .00      .00
 a       1530     2050     2340     2040     2000     2770     1280     4440     6150     5690     2510     1030

  e Estimated.
  a Diversion, in acre-feet, to Poole Powerplant, provided by Southern California Edison Co.



10287770 LEE VINING CREEK BELOW RHINEDOLLAR DAM, NEAR LEE VINING, CA--Continued STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1991 - 1996, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 2.30 .19 .000 .000 .99 .85 2.46 2.25 24.5 25.7 1.71 .16 MAX 5.65 1.17 .000 .000 5.40 2.62 14.1 6.75 58.1 130 9.89 .94 (WY) 1995 1995 1991 1991 1996 1992 1996 1993 1995 1995 1995 1992 MIN .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 (WY) 1992 1991 1991 1991 1992 1991 1991 1994 1992 1991 1991 1991 SUMMARY STATISTICS FOR 1995 CALENDAR YEAR FOR 1996 WATER YEAR WATER YEARS 1991 - 1996 ANNUAL TOTAL 6116.75 2852.05 ANNUAL MEAN 16.8 7.79 5.10 HIGHEST ANNUAL MEAN 17.3 1995 LOWEST ANNUAL MEAN .27 1994 HIGHEST DAILY MEAN 271 Jul 9 120 Jun 14 271 Jul 9 1995 LOWEST DAILY MEAN .00 Jan 1 .00 Oct 1 .00 Oct 1 1990 ANNUAL SEVEN-DAY MINIMUM .00 Jan 1 .00 Oct 1 .00 Oct 1 1990 INSTANTANEOUS PEAK FLOW 156 Jun 14 310 Jul 9 1995 INSTANTANEOUS PEAK STAGE 5.28 Apr 7 5.52 Mar 22 1993 ANNUAL RUNOFF (AC-FT) 12130 5660 3690 ANUAL DIVERSION (AC-FT) a 36890 33830 10 PERCENT EXCEEDS 70 25 8.3 50 PERCENT EXCEEDS .00 .00 .00 90 PERCENT EXCEEDS .00 .00 .00 a Diversion, in acre-feet, to Poole Powerplant, provided by Southern California Edison Co.


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