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ICE EFFECTS ON STREAMFLOW

The formation of ice on rivers can cause discharge values to appear unusually high. Display of these erroneous discharge data may result in improper assessment of flow conditions and misuse of the data. For this reason, display of discharge values for streams significantly affected by ice may be disabled from view. Display of discharge data will resume when ice conditions are no longer present. Discharge values for streams minimally affected by ice will continue to be displayed. Flows for streams with these conditions appear to increase during the night and decrease to near-base-line conditions around midday. To estimate the correct discharge for these streams, use the flow rate that corresponds to the bottom of the discharge curve, rather than the peak that corresponds to the top of the curve. Note that this method of estimation is possible only when no surface runoff is occurring. Daily mean discharges for periods of both significant and minimal ice-effect will be estimated and published in the Annual Water-Data Report for the water year in which they occurred.


* IMPORTANT: Next Generation Station Page

USGS 01331500 HOOSIC RIVER AT ADAMS, MA

PROVISIONAL DATA SUBJECT TO REVISION

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LOCATION--Lat 42°36'40", long 73°07'28", Berkshire County, Hydrologic Unit 02020003, on left bank at Adams, 500 ft downstream from Dry Brook, and 0.4 mi upstream from Pecks Brook.
DRAINAGE AREA--46.7 mi2.
PERIOD OF RECORD--Discharge: October 1931 to current year.
Water-quality records: Water years 1967­69.
REVISED RECORDS--WDR MA-NH-RI-VT-73-1: 1971­72. WDR MA-RI-84-1: drainage area.
GAGE--Data Collection Platform with satellite telemeter. Datum of gage is 827.86 ft above North American Vertical Datum of 1988. Prior to Oct. 1, 1964, datum was 9.00 ft higher and Oct. 1, 1964, to May 29, 1974, 8.00 ft higher, at site 500 ft upstream.
REMARKS--Records good except those for estimated daily discharge, which are poor. Diversion upstream for municipal supply of Adams. Some diurnal fluctuation by mill upstream prior to 1961. Flow regulated by Cheshire Reservoir 5.1 mi upstream.
COOPERATION BY--Massachusetts Department of Conservation and Recreation, Office of Water Resources.

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This station managed by the Northborough MA Field Office.

Available Parameters Available Period
  
1990-10-01  2020-05-31
2007-10-01  2020-05-31







 (7)
 
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Summary of all available data for this site
Instantaneous-data availability statement

Discharge, cubic feet per second
Most recent instantaneous value: 41.5 05-31-2020   14:45 EDT
Graph of Discharge, cubic feet per second

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Daily discharge, cubic feet per second -- statistics for May 31 based on 88 water years of record more
Min
(1965)		 Most Recent
Instantaneous
Value May 31		 25th
percen-
tile		 Median Mean 75th
percen-
tile		 Max
(1984)
22.0 41.5 49 68 94 98 1070

Gage height, feet
Most recent instantaneous value: 5.86 05-31-2020   14:45 EDT
Graph of Gage height, feet

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