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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.
USGS Water-Year Summary 2024
06463500 Long Pine Creek near Riverview, Nebr.
LOCATION - Lat 42°41'22", long 99°40'44" referenced to North American Datum of 1983, in SE 1/4 NE 1/4 sec.05, T.31 N., R.20 W., Brown County, NE, Hydrologic Unit 10150004, on upstream side of county road bridge, 1 mi downstream from Bone Creek, 5.5 mi Southwest of Riverview, and at mile 6.2.
DRAINAGE AREA - 458 mi².
REVISIONS HISTORY - WSP 1729: 1952(M). WDR NE-94-1: Drainage area.
SURFACE-WATER RECORDS
PERIOD OF RECORD - April 1948 to January 1954, September 1954 to current year.
GAGE - Water-stage recorder with satellite telemetry. Datum of the gage is 1,988.12 ft above North American Vertical Datum of 1988 (NAVD88). April 10, 1948 to January 1954: water-stage recorder located at 42.6896, -99.6800 at a datum of 1,990.12 ft above NAVD88. January 1954 to September 1954: gage not operational. September 1954 to December 06, 1962: water-stage recorder located at 42.6896, -99.6800 at a datum of 1,990.12 ft above NAVD88. December 07, 1962 to January 13, 2009: water-stage recorder located at 42.6896, -99.6794 at a datum of 1,990.12 ft above NAVD88. January 14, 2009 to present: water-stage recorder located at 42.6896, -99.6794 at a datum of 1,988.12 ft above NAVD88.
REMARKS - Accuracy of records for water years prior to 2014 are noted in the individual Annual Data Reports for those water years. For water years 2014 onward, records fair to good except for estimated daily discharges, which are poor, unless otherwise noted. Flow includes return water from Ainsworth Irrigation District since 1965.
EXTREMES FOR PERIOD OF RECORD - Maximum peak flow, 9,650 ft³/s, from rating curve extended above 3,600 ft³/s on basis of slope-area measurement of peak flow, June 1, 1962, gage height, 15.68 ft, backwater from fallen bridge, at datum then in use.
