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Flood Profiles for Peace River, South-Central Florida
This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and 500 years. Flood-peak discharges used in the step-backwater analyses were determined by weighting stream gaging station data with data from a regional analysis. Land-surface elevation data for 183 cross sections - including values of Manning's roughness coefficient - were also used in the backwater analysis. Flood height data are judged to be generally accurate to plus or minus 0.5 foot. They indicate that most roads and two bridges in the study reach will be inundated by some of the floods evaluated.
Flood Profiles for Peace River, South-Central Florida
This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and 500 years. Flood-peak discharges used in the step-backwater analyses were determined by weighting stream gaging station data with data from a regional analysis. Land-surface elevation data for 183 cross sections - including values of Manning's roughness coefficient - were also used in the backwater analysis. Flood height data are judged to be generally accurate to plus or minus 0.5 foot. They indicate that most roads and two bridges in the study reach will be inundated by some of the floods evaluated.
Flood Profiles for Peace River, South-Central Florida
W. R. Murphy (Autor:in) / K. M. Hammett (Autor:in) / C. V. Reeter (Autor:in)
1978
40 pages
Report
Keine Angabe
Englisch
Civil Engineering , Hydrology & Limnology , Flood plain zoning , Flood forecasting , Peace River , Flood routing , River basin development , Height , Insurance , Mathematical models , Regression analysis , Surface roughness , Manning formula , Florida , Flood profiles , Flood frequency , Polk County(Florida) , Hardee County(Florida) , De Soto County(Florida)
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