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USGS Water Resources Data - California, Water Year 1994


              11362900  NELSON CREEK BELOW DIVERSION TO NELSON CREEK POWERPLANT, NEAR BIG BEND, CA

LOCATION.--Lat 41`02'32", long 121`52'34", in NE 1/4 NE 1/4 sec.29, T.37 N., R.1 E., Shasta County, Hydrologic
   Unit 18020003, on right bank 400 ft upstream from Snowslide Creek, 0.3 mi downstream from Bull Creek, and
   2.3 mi northeast of Big Bend.

DRAINAGE AREA.--13.2 mi2.

PERIOD OF RECORD.--October 1993 to September 1994.

GAGE.--Water-stage recorder and broad-crested weir; water-stage recorder and sharp-crested weir.  Elevation of
   gages is 2,320 ft above sea level, from topographic map.

REMARKS.--Records fair.  Flow at this station has two components which are combined for publication:  flow over a
   broad-crested weir (station 11362880) and flow over a sharp-crested weir (station 11362890).  Water is
   diverted upstream of weirs through a tunnel to Nelson Creek Powerplant (station 11362800), returning to Nelson
   Creek at its confluence with the Pit River.  See schematic diagram of Pit and McCloud River basins.

EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 185 ft3/s, Dec. 8, 1993; minimum daily, 7.4 ft3/s, Sept. 8,
   21, 22, 1994.

EXTREMES FOR CURRENT YEAR.--Maximum discharge, 185 ft3/s, Dec. 8; minimum daily, 7.4 ft3/s, Sept. 8, 21, 22.


                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1993 TO SEPTEMBER 1994
                                               DAILY MEAN VALUES

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

  1        13      e11      e12       15       15       17       16       16       18     11        8.6      7.9
  2        13      e11      e12       15       14       16       16       16       17     11        8.6      8.0
  3        13      e12      e12       15       14       15       16       16       19     11        8.5      8.0
  4        13      e12       12       16       14       15       16       17       19     11        8.4      8.0
  5        13      e12       12       16       14       15       16       17       19     11        8.4      7.9

  6        13      e12       12       18       16       15       16       17       19     11        8.4      7.9
  7        13      e11       20       16       19       15       17       17       17     11        8.4      7.8
  8        13      e11       63       16       16       15       16       17       17     10        8.3      7.4
  9        13      e11       16       16       16       16       16       17       16      9.9      8.3      7.7
 10        14      e11       16       16       16      e15       16       17       15      9.9      8.3      7.8

 11        15      e12       19       15       16      e15       16       17       15      9.8      8.3      8.0
 12        15      e17       15       15       18      e15       16       17       15      9.7      8.2     e7.9
 13        15      e12       18       15       19      e16       17       17       15      9.5      8.2      7.8
 14        16      e12       18       15       18      e16       16       17       14      9.5      8.2      7.7
 15        17      e12       17       15       17       15       17       17       14      9.4      8.1      7.7

 16        16      e12       19       14       17       16       16       17       14      9.4      8.1      7.6
 17        16      e12       16       14       19       16       17       17       14      9.3      8.0      7.6
 18        15      e11       16       14       16       16       17       17       13      9.2      8.1      7.6
 19        14      e11       15       14       15       16       17       19       13      9.2      8.1      7.5
 20        14      e11       15       14       15       16       17       17       13      9.1      8.1      7.5

 21        14      e11       15       14       16       16       17       17       13      9.1      8.1      7.4
 22        14      e12       14       14       16       16       18       17       13      9.1      8.1      7.4
 23        13      e11       14       17       16       16       20       17       13      9.1      8.0      7.5
 24        13      e11       14       17       16       16       18       17       12      9.0      8.0      7.8
 25        12      e11       14       16       16       16       17       17       12      8.9      8.0      7.7

 26        12      e11       13       16       16       16       17       17       12      8.8      8.0      7.6
 27        12      e11       13       18       20       16       17       17       12      8.8      8.0      7.5
 28       e12      e11       13       18       16       16       17       17       12      8.8      8.0    e15
 29       e12      e17       13       16      ---       16       17       17       12      8.7      7.9     e9.7
 30       e12      e14       14       16      ---       16       17       17       11      8.6      7.9     e8.7
 31       e12      ---       14       15      ---       15      ---       18      ---      8.6      7.9      ---

TOTAL     422      356      506      481      456      486      502      527      438    298.4    253.5    241.6
MEAN     13.6     11.9     16.3     15.5     16.3     15.7     16.7     17.0     14.6     9.63     8.18     8.05
MAX        17       17       63       18       20       17       20       19       19       11      8.6       15
MIN        12       11       12       14       14       15       16       16       11      8.6      7.9      7.4
AC-FT     837      706     1000      954      904      964      996     1050      869      592      503      479
 a         19      8.7      160       44      243     1070      219      413      5.4        0        0       .4


  e Estimated.
  a Discharge, in acre-feet, for Nelson Creek Powerplant (station 11362800), provided by Sierra Pacific
Industries.


         11362900  NELSON CREEK BELOW DIVERSION TO NELSON CREEK POWERPLANT NEAR BIG BEND, CA--Continued

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1994 - 1994, BY WATER YEAR (WY)

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

MEAN     13.6     11.9     16.3     15.5     16.3     15.7     16.7     17.0     14.6     9.63     8.18     8.05
MAX      13.6     11.9     16.3     15.5     16.3     15.7     16.7     17.0     14.6     9.63     8.18     8.05
(WY)     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994
MIN      13.6     11.9     16.3     15.5     16.3     15.7     16.7     17.0     14.6     9.63     8.18     8.05
(WY)     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994     1994

SUMMARY STATISTICS                            FOR 1994 WATER YEAR

ANNUAL TOTAL                                     4967.5
ANNUAL MEAN                                        13.6
HIGHEST DAILY MEAN                                 63      Dec  8
LOWEST DAILY MEAN                                   7.4    Sep  8
ANNUAL SEVEN-DAY MINIMUM                            7.5    Sep 17
INSTANTANEOUS PEAK FLOW                           185      Dec  8
ANNUAL RUNOFF (AC-FT)                            9850
10 PERCENT EXCEEDS                                 17
50 PERCENT EXCEEDS                                 14
90 PERCENT EXCEEDS                                  8.0


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