1996 California Hydrologic Data Report

TIJUANA RIVER BASIN 11012000 COTTONWOOD CREEK ABOVE TECATE CREEK, NEAR DULZURA, CA - 1996 WY

                         11012000  COTTONWOOD CREEK ABOVE TECATE CREEK, NEAR DULZURA, CA

LOCATION.--Lat 32°34'30", long 116°45'11", in NW 1/4 SW 1/4 sec.26, T.18 S., R.2 E., San Diego County, Hydrologic
   Unit 18070305, on right bank 0.8 mi upstream from confluence with Tecate Creek, 5.1 mi south of Dulzura, and
   11.3 mi downstream from Barrett Lake.

DRAINAGE AREA.--310 mi2.

PERIOD OF RECORD.--October 1936 to current year.

REVISED RECORDS.--WSP 1245:  1937-1938.  WSP 1928:  Drainage area.

GAGE.--Water-stage recorder.  Datum of gage is 569.40 ft above sea level (levels by International Boundary and
   Water Commission).

REMARKS.--Records fair except for estimated daily discharges, which are poor.  Flow regulated by Morena
   Reservoir, capacity, 50,210 acre-ft, and Barrett Lake (station 11011000), capacity, 44,760 acre-ft.  Water
   diverted from Barrett Lake through San Diego and Dulzura Conduits to Lower Otay Lake (station 11014550).

EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 11,700 ft3/s, Feb. 21, 1980, gage height, 11.15 ft, from
   rating curve extended above 8,700 ft3/s; no flow for part of 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      .20      .06      .37     e9.0      2.4     2.4       .00      .00      .00      .00      .00
  2       .00      .23      .07      .35     e6.0      2.1     2.3       .01      .00      .00      .00      .00
  3       .00      .14      .12      .30     e3.0      2.0     2.2       .05      .00      .00      .00      .00
  4       .00      .12      .13      .35     e2.0      2.0     2.0       .08      .00      .00      .00      .00
  5       .00      .09      .13     e.35     e1.8      2.4     1.6       .06      .00      .00      .00      .00

  6       .00      .07     e.15     e.37     e1.7      2.2     1.3       .00      .00      .00      .00      .00
  7       .00      .06     e.14     e.35     e1.6      1.9     1.1       .00      .00      .00      .00      .00
  8       .00      .02      .16     e.35     e1.6      1.8     1.1       .00      .00      .00      .00      .00
  9       .00      .01      .14     e.36      1.6      1.6     1.0       .00      .00      .00      .00      .00
 10       .00      .06      .12     e.38      1.6      1.6     1.0       .00      .00      .00      .00      .00

 11       .00      .12      .10     e.36      1.6      1.6     1.0       .00      .00      .00      .00      .00
 12       .00      .10      .12     e.35      1.9      2.8     1.0       .00      .00      .00      .00      .00
 13       .00      .09      .23     e.37      1.8     28        .94      .00      .00      .00      .00      .00
 14       .00      .09      .25     e.45      1.9     24        .91      .00      .00      .00      .00      .00
 15       .00      .12      .18     e.55      2.0     13        .72      .00      .00      .00      .00      .00

 16       .00      .13      .16     e.60      2.1      8.8      .69      .00      .00      .00      .00      .00
 17       .00      .12      .16    e1.0       2.2      6.5      .68      .00      .00      .00      .00      .00
 18       .00      .10      .16    e1.0       2.2      5.6     1.1       .00      .00      .00      .00      .00
 19       .00      .08      .16    e1.0       2.2      4.8      .92      .00      .00      .00      .00      .00
 20       .00      .06      .24     e.90      2.2      4.3      .78      .00      .00      .00      .00      .00

 21       .00      .07      .27     e.90      2.2      3.9      .73      .00      .00      .00      .00      .00
 22       .00      .09      .22    e7.0       2.4      3.6      .65      .00      .00      .00      .00      .00
 23       .00      .09      .28    e5.0       2.0      3.5      .53      .00      .00      .00      .00      .00
 24       .00      .08      .29    e3.0       2.0      3.1      .39      .00      .00      .00      .00      .00
 25       .00      .06      .24    e2.0       2.8      3.0      .35      .00      .00      .00      .00      .00

 26       .00      .07      .24    e2.5      14        2.8      .28      .00      .00      .00      .00      .00
 27       .00      .09      .25    e2.0       6.4      2.7      .26      .00      .00      .00      .00      .00
 28       .00      .05      .26    e1.9       4.3      2.7      .24      .00      .00      .00      .00      .00
 29       .00      .05      .29    e1.8       3.3      2.9      .15      .00      .00      .00      .00      .00
 30       .05      .06      .37    e1.9       ---      2.7      .02      .00      .00      .00      .00      .00
 31       .09      ---      .39    e2.3       ---      2.5      ---      .00      ---      .00      .00      ---

TOTAL    0.14     2.72     6.08    40.41     89.4    152.8    28.34     0.20     0.00     0.00     0.00     0.00
MEAN     .005     .091      .20     1.30     3.08     4.93      .94     .006     .000     .000     .000     .000
MAX       .09      .23      .39      7.0       14       28      2.4      .08      .00      .00      .00      .00
MIN       .00      .01      .06      .30      1.6      1.6      .02      .00      .00      .00      .00      .00
AC-FT      .3      5.4       12       80      177      303       56       .4      .00      .00      .00      .00

  e Estimated.

                                               TIJUANA RIVER BASIN


11012000 COTTONWOOD CREEK ABOVE TECATE CREEK, NEAR DULZURA, CA--Continued STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1937 - 1996, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 1.22 .80 2.57 19.8 53.7 73.8 36.4 13.1 4.76 1.49 1.16 1.17 MAX 66.0 18.8 40.5 605 1200 1443 676 296 99.5 47.5 24.4 57.4 (WY) 1994 1984 1984 1993 1980 1983 1941 1983 1980 1980 1980 1993 MIN .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 (WY) 1937 1937 1950 1951 1951 1951 1955 1947 1940 1939 1938 1937 SUMMARY STATISTICS FOR 1995 CALENDAR YEAR FOR 1996 WATER YEAR WATER YEARS 1937 - 1996 ANNUAL TOTAL 42727.82 320.09 ANNUAL MEAN 117 .87 17.3 HIGHEST ANNUAL MEAN 243 1983 LOWEST ANNUAL MEAN .000 1956 HIGHEST DAILY MEAN 5910 Mar 6 28 Mar 13 8430 Feb 21 1980 LOWEST DAILY MEAN .00 Sep 6 .00 Oct 1 .00 Oct 1 1936 ANNUAL SEVEN-DAY MINIMUM .00 Sep 6 .00 Oct 1 .00 Oct 1 1936 INSTANTANEOUS PEAK FLOW 47 Mar 13 11700 Feb 21 1980 INSTANTANEOUS PEAK STAGE 2.84 Mar 13 11.15 Feb 21 1980 ANNUAL RUNOFF (AC-FT) 84750 635 12520 10 PERCENT EXCEEDS 215 2.3 11 50 PERCENT EXCEEDS 9.5 .05 .00 90 PERCENT EXCEEDS .00 .00 .00


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