USGS Science for a changing world
 
  Water Resources
  skip navigation


USGS 13057132 GREAT WESTERN SPILLBACK NR IDAHO FALLS ID

 

PROVISIONAL DATA SUBJECT TO REVISION

 
 
 
LOCATION.--Lat 43° 36'03", long 112° 03'43", in NW1/4 SW1/4 SW1/4 
sec.12, T.3 N., R.37 E., Bonneville County, Hydrologic Unit 17040201, on 
right bank 3.2 mi north of Idaho Falls municipal powerplant and 8 mi north 
of Idaho Falls.

PERIOD OF RECORD.--September 1987 to current year, (prior to October 1988, 
discharge measurements and gage height record only).

GAGE.--Elevation of gage is 4,750 ft above NGVD of 1929, from topographic map.

REMARKS.--Flow is spillback from the Great Western Canal, which spills back 
into the Snake River below gaging station 13057155 Snake River at Eagle Rock, 
but above the measuring cableway for that site.  Daily discharges from the 
Spillback are not included in the flows for 13057155.

EXTREMES FOR PERIOD OF RECORD.--Maximum daily discharge, 761 ft3/s May 19, 1991; 
no flow for many days each year.

Station operated in cooperation with Water District No.1.


 
 

(1-31)
 


Discharge, cubic feet per second
Most recent value: .00   11-19-2004  12:45
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 16 years of record in ft3/sec
Current Flow Minimum Mean Maximum 80 percent exceedance 50 percent exceedance 20 percent exceedance
.00  .00 1.69 27 .000 .000 .000

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: 1.58   11-19-2004  12:45
Graph of  Gage height, feet
Download a presentation-quality graph Parameter Code 00065; DD 04

Questions about data Water Webserver Team Top
Feedback on this website NWISWeb Support Team Explanation of terms
Real-time Data for USA
http://waterdata.usgs.gov/nwis/uv?

Retrieved on 2004-11-19 16:44:51 EST
Department of the Interior, U.S. Geological Survey
Privacy Statement || Disclaimer || Accessibility
2.44   1.63 sd