Research Article
Sep 1980
Converging Flow Model Applied to Urban Catchment
Publication: Journal of the Hydraulics Division
Volume 106, Issue 9
Abstract
A converging kinematic wave overland flow model was applied to an urban catchment, Rock Creek Watershed in Maryland. The 2-parameter model was easily calibrated and gave reasonable predictions for hydrograph shape as well as peak flow. Two methods for estimating abstractions from gross precipitation were applied. The first was a generalization of a standard infiltration equation and the second used a linear regression between direct runoff and gross precipitation. The fairly accurate results suggest that the converging flow model is ideal for a variety of uses in urban hydrology.
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Published In
Journal of the Hydraulics Division
Volume 106 • Issue 9 • September 1980
Pages: 1457 - 1470
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Sep 1980
Published online: Feb 3, 2021
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Authors
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Franklin W. Ellis
Hydro., CH2M HILL, Reston, Va.
George M. Hornberger, AM.ASCE
Chmn., Dept. of Environmental Sci., Univ. of Virginia, Charlottesville, Va.
Fred V. Ramsey
Water Resources Engr., Environmental Sci. and Engrg., Gainesville, Fla.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.