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Water-Year Summary for Site 06632400

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  • Water-Year Summary reports summarize a year of hydrologic data in a printer-friendly format.
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Available Parameters
00060 Discharge(Mean)  

Water year 2020: 2019-10-01 to 2020-09-30
 

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USGS Water-Year Summary 2020
06632400 ROCK CREEK ABOVE KING CANYON CANAL, NEAR ARLINGTON, WY
LOCATION - Lat 41°35'07", long 106°13'20" referenced to North American Datum of 1927, in SE 1/4 SW 1/4 sec.25, T.19 N., R.79 W., Carbon County, WY, Hydrologic Unit 10180004, on left bank 200 ft upstream from point of diversion to King Canyon Canal, 0.4 mi downstream from Overland Creek, 1.0 mi southwest of Arlington, and 6.9 mi southwest of McFadden.
DRAINAGE AREA - 62.9 mi².
REVISIONS HISTORY - WDR WY-86: 1985(m). WDR WY-87: 1985.
SURFACE-WATER RECORDS
PERIOD OF RECORD - October 1954 to current year. Prior to 1965, includes records for 06632500 Rock Creek at Arlington, adjusted for diversion by King Canyon Canal.
GAGE - Water-stage recorder. Elevation of gage is 7,790 ft above NGVD of 1929, from topographic map. October 1955 to September 1965, records from 06632500, Rock Creek at Arlington, collected at non-equivalent site 500 ft downstream from station (see PERIOD OF RECORD). U.S. Geological Survey data collection platform with satellite telemetry at station.
REMARKS -
12-24-2019 to 01-13-2021: records are fair, except estimated records are poor.
11-08-2018 to 12-23-2019: records are good, except estimated records are poor.
10-01-2017 to 11-07-2018: records are good, except estimated records are poor.
07-13-2017 to 09-30-2017: records are good. 
10-01-2016 to 07-12-2017: records are fair, except estimated records which are poor.
10-01-2015 to 09-30-2016: records are good, except estimated records which are poor. 
10-01-2014 to 09-30-2015: records are good, except estimated records which are poor. 
10-01-2013 to 09-30-2014: records are good, except estimated records which are poor. 

Minor regulation by Sand Lake, capacity 1,100 acre-ft, on Deep Creek, 12 mi upstream from station. 
No diversion upstream from station.

 

EXTREMES FOR PERIOD OF RECORD - Maximum discharge, 2,800 ft³/s based on slope-area measurement of peak flow, June 7, 2010, gage height, 6.10 ft; maximum gage height, 6.11 ft, June 2, 2009; minimum daily discharge, 3.8 ft³/s, Nov. 1, 1963.