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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.
LOCATION.--Lat 41o49'53", long 71o36'34", Providence County, RI, Hydrologic Unit 01090004, on left bank, downstream of culvert on Danielson Pike, 1.4 mi west of North Scituate.
DRAINAGE AREA--—0.28 mi2.
PERIOD OF RECORD.--April 2009 to current year. Discharge measurements made in water years 1994-06, 2009 to current year.
GAGE.--Data Collection Platform with telephone telemeter. Elevation of gage is 340 ft above National Geodetic Vertical Datum of 1929, from topographic map.
PERIOD OF RECORD.—November 2009 to November 2014.
Intermittent measurements made in October 2008 to current year.
INSTRUMENTATION.--Water temperature and specific conductance monitor.
COOPERATION BY.--Providence Water Supply Board