1999 California Hydrologic Data Report
10287069 MILL CREEK FLUME BELOW LUNDY LAKE, NEAR LEE VINING, CA - 1999 WY


                        10287069 MILL CREEK FLUME BELOW LUNDY LAKE, NEAR LEE VINING, CA

LOCATION.-Lat 38°01'59", long 119°12'56", in SE 1/4 NE 1/4 sec.16, T.2 N., R.25 E., Mono County,
Hydrologic Unit 18090101, on left bank, 20 ft upstream from Deer Creek, 70 ft downstream from road culvert, 1,400
ft downstream from Lundy Lake Dam, and 7.5 mi northwest of Lee Vining. 
DRAINAGE AREA.-18.1 mi2. 
PERIOD OF RECORD.-October 1990 to current year. If records for Upper Conway Ditch and Lundy Powerplant Tailrace
(stations 10287145 and 10287195) are combined with this record, a record equivalent to that published since
October 1942 as Mill Creek below Lundy Lake, near Mono Lake can be obtained. Monthly and yearly mean discharges
prior to October 1969, published in WSP 2127. 
GAGE.-Water-stage recorder and 5-ft Cipolletti weir (since May 12, 1992) set in Parshall flume. Elevation of gage
is 7,760 ft above sea level, from topographic map. 
REMARKS.-Flow regulated by Lundy Lake (station 10287060). Most of the water is diverted at Lundy Lake via Lundy
Powerplant to Upper Conway Ditch and Lundy Powerplant Tailrace for power development and irrigation. 
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, 154 ft3/s, July 21, 1998, gage height, 2.65 ft; no
flow for many days each year. 

                  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       2.4     1.3       .53      .38      .31      .00      .00      .00      .24      7.8      4.3      1.3
  2       2.4     1.2       .53      .38      .31      .00      .00      .00      .39     17        3.9      1.3
  3       2.4     1.2       .53      .38      .31      .00      .00      .00      .46     34        3.7      1.3
  4       2.4     1.1       .53      .38      .31      .00      .00      .00      .58     23        3.5      1.3
  5       2.4     1.1       .53      .38      .31      .00      .00      .00      .66     18        3.4      1.3
 
  6       2.4     1.0       .53      .38      .28      .00      .00      .00      .70     17        3.2      1.3
  7       2.4      .98      .53      .38      .29      .00      .00      .00      .70     19        3.1      1.3
  8       2.3      .98      .53      .38      .31      .00      .00      .00      .70     20        3.0      1.3
  9       2.2      .97      .53      .38      .31      .00      .00      .00      .79     20        2.8      1.3
 10       2.2      .88      .53      .38      .60      .00      .00      .00      .79     14        2.7      1.3
 
 11       2.1      .88      .53      .38     3.1       .00      .00      .00      .79     14        2.5      1.3
 12       2.0      .88      .53      .31     2.1       .00      .00      .00      .79     14        2.4      1.3
 13       2.0      .86      .53      .31     1.9       .00      .00      .00      .88     11        2.3      1.3
 14       2.1      .79      .53      .31     1.6       .00      .00      .00      .90     15        2.2      1.3
 15       2.1      .79      .53      .31     1.2       .00      .00      .00     1.0      13        2.1      1.3
 
 16       2.1      .79      .53      .31      .83      .00      .00      .00     1.1      11        2.0      1.3
 17       2.0      .79      .53      .31      .45      .00      .00      .00     1.3       9.5      1.9      3.3
 18       2.0      .79      .49      .31      .21      .00      .00      .00     1.5       9.1      1.9      5.4
 19       2.0      .79      .45      .31      .11      .00      .00      .00     1.9       8.9      1.8      5.5
 20       2.0      .75      .45      .31      .03      .00      .00      .00     2.4       8.6      1.7      5.5
 
 21       1.9      .70      .45      .31      .01      .00      .00      .00     2.8       8.1      1.7      5.4
 22       1.8      .70      .45      .31      .00      .00      .00      .00     3.4       7.7      1.6      5.3
 23       1.7      .70      .45      .31      .00      .00      .00      .00     3.9       7.4      1.5      5.3
 24       1.7      .70      .45      .31      .00      .00      .00      .00     4.8       7.0      1.4      5.3
 25       1.6      .70      .45      .31      .00      .00      .00      .00     5.5       6.6      1.4      5.3
 
 26       1.6      .63      .45      .31      .00      .00      .00      .00     6.1       6.2      1.4      5.2
 27       1.5      .61      .45      .31      .00      .00      .00      .00     6.5       5.8      1.3      5.1
 28       1.4      .61      .45      .31      .00      .00      .00      .00     6.8       5.5      1.3      5.1
 29       1.4      .61      .45      .31      ---      .00      .00      .00     7.1       5.2      1.3      5.1
 30       1.4      .58      .45      .31      ---      .00      .00      .01     7.5       4.9      1.3      5.1
 31       1.3      ---      .39      .31      ---      .00      ---      .14      ---      4.6      1.3      ---
 
TOTAL    61.2    25.36    15.29    10.38    14.88     0.00     0.00     0.15    72.97    372.9     69.9     92.7
MEAN     1.97      .85      .49      .33      .53     .000     .000     .005     2.43     12.0     2.25     3.09
MAX       2.4      1.3      .53      .38      3.1      .00      .00      .14      7.5       34      4.3      5.5
MIN       1.3      .58      .39      .31      .00      .00      .00      .00      .24      4.6      1.3      1.3
AC-FT     121       50       30       21       30      .00      .00       .3      145      740      139      184
 a          0        0        0        0        0        0        0      215      415      740      286        0
 b       1330      918      647      598     1510      633      595     2390     3520     3490     1780      601


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1991 - 1999, BY WATER YEAR (WY) MEAN 1.60 1.04 .61 1.26 .50 .13 .008 .22 11.1 28.1 7.45 3.13 MAX 3.48 2.66 2.17 8.57 1.79 .70 .044 1.23 35.8 98.2 31.4 5.74 (WY) 1996 1996 1996 1997 1997 1996 1994 1997 1997 1995 1995 1995 MIN .000 .000 .000 .000 .000 .000 .000 .000 .61 1.72 .17 .000 (WY) 1991 1991 1991 1991 1991 1991 1991 1991 1993 1994 1994 1994 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1991 - 1999 ANNUAL TOTAL 2978.90 735.73 ANNUAL MEAN 8.16 2.02 4.63 HIGHEST ANNUAL MEAN 14.1 1995 LOWEST ANNUAL MEAN .69 1992 HIGHEST DAILY MEAN 137 Jul 21 34 Jul 3 137 Jul 21 1998 LOWEST DAILY MEAN .00 Apr 7 .00 Feb 22 .00 Oct 1 1990 ANNUAL SEVEN-DAY MINIMUM .00 Apr 7 .00 Feb 22 .00 Oct 1 1990 INSTANTANEOUS PEAK FLOW 56 Jul 3 154 Jul 21 1998 INSTANTANEOUS PEAK STAGE 2.52 Jul 3 2.65 Jul 21 1998 ANNUAL RUNOFF (AC-FT) 5910 1460 3360 ANNUAL DIVERSION (AC-FT) a 661 1660 ANNUAL DIVERSION (AC-FT) b 22000 18010 10 PERCENT EXCEEDS 18 5.4 7.1 50 PERCENT EXCEEDS .61 .61 .53 90 PERCENT EXCEEDS .00 .00 .00 a Diversion, in acre-feet, to Upper Conway Ditch, provided by Southern California Edison Co. b Diversion, in acre-feet, to Lundy Powerplant Tailrace, provided by Southern California Edison Co.


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