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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 42°18’54", long
71°23’01", Middlesex County, Hydrologic Unit 01070005, on
right bank, 150 ft downstream from Lake Cochituate Dam at
Framingham.
DRAINAGE AREA--17.5 mi2.(Revised)
PERIOD OF RECORD-- October 1977 to June 1979, August 2010 to
current year. Published as "Lake Cochituate Outlet at Framingham,
MA" from October 1977 to June 1979.
GAGE--Data Collection Platform with telephone telemeter.
Elevation of gage is 130 ft above NAVD 1988, from topographic
map.
COOPERATION--Town of Framingham.
REMARKS--Discharge unavailable while stage-discharge rating is
being developed.
Min (2016) | 25th percen- tile | Median | Most Recent Instantaneous Value Dec 10 | Mean | 75th percen- tile | Max (2015) |
---|---|---|---|---|---|---|
8.93 | 18 | 22 | 43.8 | 48 | 49 | 162 |