USGS
1998 California Hydrologic Data Report
11136800 CUYAMA RIVER BELOW BUCKHORN CANYON, NEAR SANTA MARIA, CA - 1998 WY


                       11136800 CUYAMA RIVER BELOW BUCKHORN CANYON, NEAR SANTA MARIA, CA

LOCATION.-Lat 35°01'19", long 120°13'39", SW 1/4 sec.14, T.11 N., R.32 W., San Luis Obispo-Santa Barbara County Line, Hydrologic Unit 18060007, on 
downstream side of bridge on State Highway 166, 1.5 mi downstream from Buckhorn Canyon, and 13 mi northeast of Santa Maria. 
DRAINAGE AREA.-886 mi2. 
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.-October 1903 to December 1905 (published as Santa Maria River near Santa Maria), October 1959 to current year. Monthly discharge only for 
October 1903 and July 1904. Yearly estimate for water year 1941 (incomplete), published in WSP 1315-B. 
REVISED RECORDS.-WDR CA-71-1: Drainage area. WDR CA-77-1: 1976. 
GAGE.-Water-stage recorder. Elevation of gage is 760 ft above sea level, from topographic map. Prior to October 1959, nonrecording gage at different site and 
datum. 
REMARKS.-Records poor. No regulation upstream from station. Pumping from wells along stream for irrigation of several thousand acres in Upper Cuyama Valley. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 26,200 ft3/s, Feb. 23, 1998, gage height, 14.76 ft, from rating curve extended above 4,900 
ft3/s on basis of slope-area measurement at gage height 14.76 ft; no flow at times in most years. 
EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 200 ft3/s, or maximum: 
  			Discharge	Gage height			Discharge	Gage height
  	Date	Time	(ft3/s)	(ft)	Date	Time	(ft3/s)	(ft)
  	Dec. 6	1130	5,920	10.24	Feb. 23	2230	26,200	14.76
  	Feb. 3	1815	12,900	12.53	Mar. 24	2015	777	8.41
  	Feb. 8	unknown	unknown	unknown	May 5	2030	847	8.41
  	Feb. 14	unknown	unknown	unknown

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1      e.04      .00      .63     e5.0      e65      568      468       77       66       36       20       17
  2      e.04      .00      .59     e4.5     e700      507      400       87       66       34       18       17
  3      e.04      .00      .27     e4.0    e4000      458      600       90       66       32       17       17
  4      e.04      .00      .26     e3.6    e2000      415      473       86       66       31       17       26
  5      e.04      .00    16        e3.2     e200      387      465      255       66       30       16       37
 
  6      e.03      .00  1060        e2.8     e500      420      454      250       66       29       15       26
  7      e.03      .00  e500        e2.5    e1000      344      423       91       66       29       15       21
  8      e.03      .00  e250         2.3     e600      295      393      105       67       28       13       19
  9      e.03      .00  e140        14       e370      253      322       89       67       28       12       18
 10       .17      .62   e90        17       e230      226      299       80       67       29       17       15
 
 11       .21      .64   e80       e90       e150      207      317       75       64       30       12       15
 12       .19      .22   e72       e72       e100      197      321      105       62       30       12       14
 13       .16      .49   e50       e55       e250      192      262      183       62       31       12       14
 14       .04      .32   e40       e45       e500      198      231      159       60       27       13       14
 15       .00      .65   e34       e35       e350      165      207      146       58       24       19       13
 
 16       .00      .47   e28       e58       e390      156      191      103       57       24       27       13
 17       .00      .31   e22       e90       e420      143      171       69       59       24       30       13
 18       .00      .28   e18       e60       e360      125      150       69       58       23       30       13
 19       .00      .67   e15       e75       e310      115      133       73       58       24       38       12
 20       .00      .50   e20       e90       e280      122      114       70       57       23       33       13
 
 21       .06      .48   e18       e70       e700      130      102       71       61       23       30       13
 22       .16      .42   e16       e55      e1700      134       97       70       69       23       31       14
 23       .14      .46   e14       e42      e3500      137       93       69       86       25       25       15
 24       .19      .48   e13       e35     e10000      251       92       67       83       25       25       15
 25       .12      .51   e11       e30       2340      571       96       67       89       24       26       17
 
 26       .08     9.5    e10       e28       1450      463       88       67       89       23       24       17
 27       .11     1.5     e9.0     e24        765      337       89       66       84       22       20       16
 28       .12     4.6     e8.0     e23        653      520       84       67       77       22       20       18
 29       .04     2.2     e7.0     e45        ---      553       83       67       48       20       21       17
 30       .00     3.5     e6.4    e100        ---      434       81       65       37       20       19       14
 31       .00      ---    e5.6     e60        ---      494      ---       66      ---       18       19      ---
 
TOTAL    2.11    28.82  2554.75   1240.9    33883     9517     7299     3004     1981      811      646      503
MEAN     .068      .96     82.4     40.0     1210      307      243     96.9     66.0     26.2     20.8     16.8
MAX       .21      9.5     1060      100    10000      571      600      255       89       36       38       37
MIN       .00      .00      .26      2.3       65      115       81       65       37       18       12       12
AC-FT     4.2       57     5070     2460    67210    18880    14480     5960     3930     1610     1280      998
    e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1960 - 1998, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN .57 2.50 15.9 41.9 124 109 27.9 8.56 4.58 2.04 1.28 1.80 MAX 8.40 23.6 275 467 1210 974 243 96.9 66.0 26.2 20.8 22.7 (WY) 1984 1966 1967 1969 1998 1995 1998 1998 1998 1998 1998 1990 MIN .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 (WY) 1960 1960 1960 1960 1964 1961 1961 1961 1961 1960 1960 1960 SUMMARY STATISTICS FOR 1997 CALENDAR YEAR FOR 1998 WATER YEAR WATER YEARS 1960 - 1998 ANNUAL TOTAL 8940.53 61470.58 ANNUAL MEAN 24.5 168 27.8 HIGHEST ANNUAL MEAN 168 1998 LOWEST ANNUAL MEAN .002 1964 HIGHEST DAILY MEAN 1060 Dec 6 10000 Feb 24 10000 Feb 24 1998 LOWEST DAILY MEAN .00 Oct 15 .00 Oct 15 .00 Oct 1 1959 ANNUAL SEVEN-DAY MINIMUM .00 Oct 30 .00 Oct 30 .00 Oct 1 1959 INSTANTANEOUS PEAK FLOW 26200 Feb 23 26200 Feb 23 1998 INSTANTANEOUS PEAK STAGE 14.76 Feb 23 14.76 Feb 23 1998 ANNUAL RUNOFF (AC-FT) 17730 121900 20150 10 PERCENT EXCEEDS 50 396 22 50 PERCENT EXCEEDS 1.9 32 .50 90 PERCENT EXCEEDS .08 .17 .00
11136800 CUYAMA RIVER BELOW BUCKHORN CANYON, NEAR SANTA MARIA, CA-Continued WATER-QUALITY RECORDS PERIOD OF RECORD.- CHEMICAL DATA: Water year 1978 to current year. WATER-QUALITY DATA, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998 DIS- SPE- PH PH CHARGE, SPE- CIFIC WATER WATER HARD- MAGNE- INST. CIFIC CON- WHOLE WHOLE NESS CALCIUM SIUM, SODIUM, CUBIC CON- DUCT- FIELD LAB TEMPER- TOTAL DIS- DIS- DIS- FEET DUCT- ANCE (STAND- (STAND- ATURE (MG/L SOLVED SOLVED SOLVED DATE TIME PER ANCE LAB ARD ARD WATER AS (MG/L (MG/L (MG/L SECOND (US/CM) (US/CM) UNITS) UNITS) (DEG C) CACO3) AS CA) AS MG) AS NA) (00061) (00095) (90095) (00400) (00403) (00010) (00900) (00915) (00925) (00930) OCT 10... 1520 .03 -- 1150 -- 8.1 22.5 -- -- -- -- DEC 05... 1550 14 803 -- 8.1 -- 14.0 -- -- -- -- JAN 08... 1500 5.04 2630 -- 8.0 -- 16.0 -- -- -- -- APR 29... 1120 112 1610 -- 8.3 -- 23.5 670 140 75 117 JUN 11... 1150 67 1760 -- 8.2 -- 17.5 -- -- -- -- JUL 16... 1045 24 2190 -- 8.2 -- 25.0 -- -- -- -- AUG 10... 1525 11 2170 -- 8.2 -- 31.0 -- -- -- -- BICAR- CAR- ALKA- SODIUM POTAS- BONATE BONATE LINITY CHLO- FLUO- SILICA, AD- SIUM, WATER WATER WAT DIS SULFATE RIDE, RIDE, DIS- SORP- DIS- DIS IT DIS IT TOT IT DIS- DIS- DIS- SOLVED TION SOLVED FIELD FIELD FIELD SOLVED SOLVED SOLVED (MG/L DATE SODIUM RATIO (MG/L MG/L AS MG/L AS MG/L AS (MG/L (MG/L (MG/L AS PERCENT AS K) HCO3 CO3 CACO3 AS SO4) AS CL) AS F) SIO2) (00932) (00931) (00935) (00453) (00452) (39086) (00945) (00940) (00950) (00955) OCT 10... -- -- -- -- -- -- -- -- -- -- DEC 05... -- -- -- -- -- -- -- -- -- -- JAN 08... -- -- -- -- -- -- -- -- -- -- APR 29... 28 2 3.2 265 6 227 560 71 .52 20 JUN 11... -- -- -- -- -- -- -- -- -- -- JUL 16... -- -- -- -- -- -- -- -- -- -- AUG 10... -- -- -- -- -- -- -- -- -- -- SOLIDS, SOLIDS, NITRO- NITRO- NITRO- PHOS- RESIDUE SUM OF SOLIDS, GEN, GEN, GEN, PHORUS MANGA- AT 180 CONSTI- DIS- NITRITE NO2+NO3 AMMONIA ORTHO, BORON, IRON, NESE, DEG. C TUENTS, SOLVED DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS- (TONS SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED DATE SOLVED SOLVED PER (MG/L (MG/L (MG/L (MG/L (UG/L (UG/L (UG/L (MG/L) (MG/L) AC-FT) AS N) AS N) AS N) AS P) AS B) AS FE) AS MN) (70300) (70301) (70303) (00613) (00631) (00608) (00671) (01020) (01046) (01056) OCT 10... 824 -- -- -- -- -- -- -- -- -- DEC 05... 546 -- -- -- -- -- -- -- -- -- JAN 08... 2130 -- -- -- -- -- -- -- -- -- APR 29... 1200 1130 1.63 <.010 .540 <.020 .025 292 <10 5.2 JUN 11... 1440 -- -- -- -- -- -- -- -- -- JUL 16... 1690 -- -- -- -- -- -- -- -- -- AUG 10... 1650 -- -- -- -- -- -- -- -- --


1998 California Hydrologic Data Report Index
USGS Water Resources of California

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Last modified: Wed Aug 4 09:40:26 PDT 1999