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USGS 14189000 SANTIAM RIVER AT JEFFERSON, OR

 

PROVISIONAL DATA SUBJECT TO REVISION

 
 
 

Station operated in cooperation with the U.S. Army Corps of Engineers.

14189000  SANTIAM RIVER AT JEFFERSON, OR
LOCATION
.--Lat 44° 42'55", long 123° 00'40", in SE 1/4 sec.11, T.10 S., R.3 W., Marion County, Hydrologic Unit 17090005, on right bank 350 ft upstream from Southern Pacific railroad bridge at Jefferson, 2.1 mi downstream from confluence of North and South Santiam Rivers, and at mile 9.62. DRAINAGE AREA.--1,790 mi2, approximately. PERIOD OF RECORD.--October 1905 to June 1906 (gage heights and discharge measurements only), October 1907 to September 1916, October 1939 to current year. Gage-height records collected at same site since 1907 are contained in reports of National Weather Service. GAGE.--Water-stage recorder. Datum of gage is 199.63 ft above NGVD of 1929. Prior to Sept. 22, 1940, nonrecording gages at sites within 350 ft downstream at datum 3.00 ft higher. REMARKS.--Flow regulated since 1953 by Detroit Lake (station 14180500), since 1966 by Green Peter Lake (station 14186100) and by Foster Lake (station 14186600). Salem Canal diverts from North Santiam River at Stayton for irrigation and power; most of this water reaches Willamette River by way of Mill Creek at Salem. Stayton Canal diverts from North Santiam River at Stayton for irrigation of lands near town of West Stayton; some return flow reaches North Santiam River upstream from station. Albany power canal diverts from South Santiam River at Lebanon; return flow reaches Willamette River at Albany. Continuous water-quality records for the period October 1963 to September 1987 have been collected at this location. Water temperature data for the period October 2000 to June 2001 available in the files of the Portland Field Office. Periodic suspended sediment data are available for the period October 1991 to September 1993. EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 197,000 ft3/s Dec. 22, 1964, gage height, 24.22 ft; minimum discharge observed, 260 ft3/s Aug. 15-22, Aug. 24 to Sept. 2, 1940. EXTREMES OUTSIDE PERIOD OF RECORD.--Flood stage of 25.0 ft was reached in December 1861, and 23.4 ft in February 1890 (information from Corps of Engineers). On Nov. 21, 1921, the stage reached 19.5 ft at gage on railroad bridge 350 ft downstream, corresponding gage height at present site and datum, 24.4 ft, from curve of relation, discharge, 202,000 ft3/s. NOTE: The most current shifted rating for this site can be found at USGS Rating Depot website.

 
 

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Discharge, cubic feet per second
Most recent value: 5,750   11-19-2004  10:00
Graph of  Discharge, cubic feet per second
Download a presentation-quality graph Parameter Code 00060; DD 02
Daily mean flow statistics for 11/19 based on 73 years of record in ft3/sec
Current Flow Minimum Mean Maximum 80 percent exceedance 50 percent exceedance 20 percent exceedance
5,750  650 13,160 65,800 4,892 9,440 19,160

Percent exceedance means that 80, 50, or 20 percent of all daily mean flows for 11/19 have been greater than the value shown.


Gage height, feet
Most recent value: 4.30   11-19-2004  10:00
Graph of  Gage height, feet
Download a presentation-quality graph Parameter Code 00065; DD 03

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Retrieved on 2004-11-19 14:46:58 EST
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