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USGS Water Resources Data - California, Water Year 1994


                                   11362500  PIT RIVER BELOW PIT NO. 4 DAM, CA

LOCATION.--Lat 40`58'25", long 121`46'42", unsurveyed, T.36 N., R.2 E., Shasta County, Hydrologic Unit 18020003,
   Shasta National Forest, on right bank 0.6 mi downstream from Ruling Creek, 1.3 mi downstream from Pit No. 4
   Dam, and 2.7 mi downstream from Pit No. 3 Powerplant.

DRAINAGE AREA.--4,648 mi2, excluding Goose Lake basin.

PERIOD OF RECORD.--May 1922 to current year.  Monthly discharge only for some periods, published in WSP 1315-A.
   Published as "near Pecks Bridge" April to October 1922, and as "at Lindsay Flat" November 1922 to June 1927.

REVISED RECORDS.--WSP 843:  1935(M).  WSP 1315-A:  1928(M).  WDR CA-75-4:  Drainage area.

GAGE.--Water-stage recorder.  Elevation of gage is 2,358 ft above sea level, from river-profile map.  Prior to
   November 1922, water-stage recorder at site at Pecks Bridge 7.4 mi upstream at different datum.  November 1922
   to June 20, 1927, at site at Lindsay Flat 1.8 mi upstream at different datum.  June 20, 1927, to Sept. 5,
   1990, at site 200 ft downstream at datum 0.15 ft lower.

REMARKS.--No estimated daily discharges.  Low flow completely regulated by small reservoirs and powerplants,
   total usable reservoir capacity, 253,000 acre-ft.  Many diversions upstream from station; diversion to Pit
   No. 4 Powerplant began June 9, 1955.  See schematic diagram of Pit and McCloud River basins.

COOPERATION.--Records were collected by Pacific Gas & Electric 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, 33,700 ft3/s, Feb. 20, 1986, gage height, 18.70 ft; minimum
   daily, prior to diversion to Pit No. 4 Powerplant in 1955, 234 ft3/s, Sept. 13, 1953.  Minimum daily, since
   diversion to Pit No. 4 Powerplant, 22 ft3/s, Dec. 2-4, 1969.

EXTREMES FOR CURRENT YEAR.--Maximum discharge, 303 ft3/s, June 1, gage height, 4.00 ft; minimum daily,
   155 ft3/s, Jan. 5, 12, 20.


                  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       161      160      162      161      157      161      158      159      171      162      163      162
  2       160      164      161      163      159      159      160      159      186      167      161      162
  3       160      163      161      163      160      158      162      160      162      162      161      161
  4       160      162      163      158      160      157      158      160      160      158      162      160
  5       160      160      162      155      160      161      158      160      161      159      161      162

  6       160      160      161      159      160      163      158      160      161      159      163      163
  7       160      162      159      159      160      164      158      159      160      160      167      163
  8       159      160      160      159      161      156      159      160      160      164      164      163
  9       161      159      157      158      162      159      161      157      158      161      163      164
 10       160      160      159      158      162      162      160      157      160      163      160      164

 11       165      163      162      157      156      163      159      159      157      164      160      160
 12       161      162      162      155      160      157      159      158      160      165      160      162
 13       161      160      162      159      162      159      158      159      160      164      160      164
 14       162      160      162      162      162      163      159      160      160      163      161      162
 15       165      163      161      160      162      162      157      160      162      163      158      159

 16       162      162      161      161      162      163      158      159      163      163      159      159
 17       159      161      159      159      162      160      160      158      164      162      161      161
 18       159      160      159      159      158      160      160      157      161      165      160      161
 19       160      160      161      156      161      158      160      159      162      168      161      163
 20       161      162      163      155      159      158      158      156      160      161      160      163

 21       162      162      163      157      161      159      157      159      162      164      160      161
 22       160      160      161      157      160      159      163      158      162      164      161      161
 23       159      160      158      159      158      158      162      157      160      167      160      163
 24       159      158      157      159      158      161      163      158      162      165      160      161
 25       159      158      157      162      161      158      158      158      159      168      161      160

 26       158      163      159      161      159      158      163      163      159      160      159      158
 27       160      162      157      157      160      157      158      163      159      164      159      160
 28       159      162      157      159      159      160      160      161      160      166      163      162
 29       158      163      158      159      ---      161      159      162      162      163      164      164
 30       160      161      160      157      ---      160      159      162      161      164      164      164
 31       160      ---      160      156      ---      158      ---      158      ---      163      160      ---

TOTAL    4970     4832     4964     4919     4481     4952     4782     4935     4854     5061     4996     4852
MEAN      160      161      160      159      160      160      159      159      162      163      161      162
MAX       165      164      163      163      162      164      163      163      186      168      167      164
MIN       158      158      157      155      156      156      157      156      157      158      158      158
AC-FT    9860     9580     9850     9760     8890     9820     9490     9790     9630    10040     9910     9620
 a      91580    88340    92050    87020    85030   117900    79840    99670    76790    65080    68180    68020
 b     103600   106600   116300   109700   105500   144400   100200   113800    87660    80730    87330    86100

  a Discharge, in acre-feet, for Pit No. 3 Powerplant (station 11362300), provided by Pacific Gas & Electric Co.
  b Diversion, in acre-feet, to Pit No. 4 Powerplant (station 11362600), provided by Pacific Gas & Electric Co.


                             11362500  PIT RIVER BELOW PIT NO. 4 DAM, CA--Continued

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1927 - 1954, BY WATER YEAR (WY)

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

MEAN     1945     2102     2458     2700     3338     3799     3766     2877     2307     1925     1833     1865
MAX      2385     2544     5968     5523     6872     8510    11400     5507     4096     2652     2146     2318
(WY)     1954     1954     1938     1953     1942     1938     1952     1938     1953     1952     1954     1953
MIN      1571     1666     1745     1698     1742     1895     1730     1635     1612     1569     1509     1541
(WY)     1935     1934     1935     1937     1933     1934     1934     1934     1934     1934     1934     1934


SUMMARY STATISTICS                      WATER YEARS 1927 - 1954

ANNUAL MEAN                              2572
HIGHEST ANNUAL MEAN                      4066              1952
LOWEST ANNUAL MEAN                       1703              1934
HIGHEST DAILY MEAN                      26200       Dec 12 1937
LOWEST DAILY MEAN                         234       Sep 13 1953
ANNUAL SEVEN-DAY MINIMUM                 1450       Aug  2 1936
INSTANTANEOUS PEAK FLOW                a30200       Dec 12 1937
INSTANTANEOUS PEAK STAGE                   17.90    Dec 12 1937
ANNUAL RUNOFF (AC-FT)                 1863000
10 PERCENT EXCEEDS                       3810
50 PERCENT EXCEEDS                       2170
90 PERCENT EXCEEDS                       1630

a  From rating curve extended above 12,000 ft3/s on basis of velocity-area studies.



STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1955 - 1994, BY WATER YEAR (WY)

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

MEAN      240      227      431      890      978     1063      765      397      222      163      163      159
MAX      2189     2436     3791     7250     7657     4805     3416     2539     1479      490      458      268
(WY)     1955     1955     1965     1970     1986     1993     1982     1955     1955     1955     1992     1973
MIN      96.8     66.4     49.8     50.0     49.0     49.7     88.3      128      128      137      120     79.8
(WY)     1962     1957     1979     1981     1981     1981     1961     1961     1961     1964     1955     1955

SUMMARY STATISTICS           FOR 1993 CALENDAR YEAR        FOR 1994 WATER YEAR           WATER YEARS 1955 - 1994

ANNUAL TOTAL                      243907                      58598
ANNUAL MEAN                          668                        161                        472
HIGHEST ANNUAL MEAN                                                                       1868              1955
LOWEST ANNUAL MEAN                                                                          98.4            1961
HIGHEST DAILY MEAN                 14600     Mar 18             186     Jun  2           31100       Feb 20 1986
LOWEST DAILY MEAN                    156     Jan  3             155     Jan  5              22       Dec  2 1969
ANNUAL SEVEN-DAY MINIMUM             157     Jan  7             157     Jan 17              27       Dec  1 1969
INSTANTANEOUS PEAK FLOW                                         303     Jun  1           33700       Feb 20 1986
INSTANTANEOUS PEAK STAGE                                          4.00  Jun  1              18.70    Feb 20 1986
ANNUAL RUNOFF (AC-FT)             483800                     116200                     342300
10 PERCENT EXCEEDS                  1700                        163                       1040
50 PERCENT EXCEEDS                   161                        160                        153
90 PERCENT EXCEEDS                   158                        158                         58


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