USGS Water-Year Summary for Site 07339500

Click to hide Water-Year Summary instructions and information

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
	00065 Gage height(Mean)

Select a water year

Water year 2023: 2022-10-01 to 2023-09-30

Print this page

USGS Water-Year Summary 2023

07339500 ROLLING FORK NEAR DEQUEEN, AR

LOCATION - Lat 34°02'51", long 94°24'46" referenced to North American Datum of 1983, in SW 1/4 SW 1/4 sec.21, T.8 S., R.32 W., Sevier County, AR, Hydrologic Unit 11140109, at bridge on U.S. Hwy 70, 4 mi west of DeQueen, 6 mi upstream from Rock Creek, and at river mile 17.0.

DRAINAGE AREA - 182 mi².

SURFACE-WATER RECORDS

PERIOD OF RECORD - Operated as a continuous-record station Oct 1947 to Sep 1980. Operated as a partial-record station Oct 1980 to current year.

GAGE -

Water-Stage Recorder; Datum of Gage is 317.86 ft above NAVD of 1988, (Reference Frame NAD_83 (2011) (EPOCH:2010.0000), (GEOID18).

Prior to August 30, 2022 Datum of gage was 317.00 NAVD88.

REMARKS - Regulated since August, 1977, by DeQueen Lake, capacity 136,200 acre-ft. As the number of streams on which streamflow information is likely to be desired far exceeds the number of continuous-record stream-gaging stations feasible to operate at one time, the USGS collects limited streamflow data at sites other than the continuous-record stream-gaging stations. When limited streamflow data are collected on a systematic basis over a period of years for use in hydrologic analyses, the site at which the data are collected is called a partial-record station. Data collected at these partial-record stations are usable in low-flow or floodflow analyses, depending on the type of data collected. The following table contains the annual maximum discharge for this partial-record station. A stage-discharge relation for the gage is developed from discharge measurements made by direct or indirect methods. The date of the maximum discharge is not always certain but is usually determined by comparison with nearby continuous-record stations, weather records, or local inquiry. Only the maximum discharge for the water year is given. Information on some lower floods may have been obtained but it is not published herein. The years given in the period of record represent water years for which the annual maximum has been determined.