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Water-Year Summary for Site 02111500

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  • Water-Year Summary reports summarize a year of hydrologic data in a printer-friendly format.
  • For water years 2014 onward, choose a water year and parameter and an on-demand Water-Year Summary report will be generated.
  • For water years 2006 through 2013, choose a water year and an Annual Water Data Report will be provided.
  • For water years 2005 and earlier, Annual Water Data Reports may be available in digital format.
  • Not all sites have reports available for every water year.
Available Parameters
00060 Discharge(Max.,Min.,Mean)  
00065 Gage height(Max.,Min.,Mean)  

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

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USGS Water-Year Summary 2019
02111500 REDDIES RIVER AT NORTH WILKESBORO, NC
LOCATION - Lat 36°10'30", long 81°10'08" referenced to North American Datum of 1983, Wilkes County, NC, Hydrologic Unit 03040101, On left bank 550 ft upstream from bridge on Secondary Road 1517, 1.2 mi northwest of North Wilkesboro, 1.4 mi upstream from North Wilkesboro municipal dam, and 2.3 mi upstream from mouth.
DRAINAGE AREA - 89.2 mi².
REVISIONS HISTORY - WSP 1433: 1944. WDR NC-80-1: Drainage area.
SURFACE-WATER RECORDS
PERIOD OF RECORD - October 1939 to current year. Monthly discharge only for some periods, published in WSP 1303.
GAGE - Water-stage recorder. Datum of gage is 978.62 ft above National Geodetic Vertical Datum of 1929. Satellite telemetry at streamgage.
REMARKS - Slight diurnal fluctuation at low flow during growing season.
For 2014 Water Year - Records good except those with estimated daily discharges, which are fair.
For 2015 Water Year - Records good except those with estimated daily discharges, which are poor.
For 2016 Water Year - Records good except those with estimated daily discharges, which are fair.
For 2017 Water Year - Records good except those with estimated daily discharges, which are fair.
For 2018 Water Year - Records good except those with estimated daily discharges, which are fair.
EXTREMES FOR PERIOD OF RECORD - Maximum discharge from rating curve extended above 5,600 ft³/s on basis of computation of peak flow over dam; gage height: 22.02 ft.