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Converging Flow Model Applied to Urban Catchment
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.
Converging Flow Model Applied to Urban Catchment
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.
Converging Flow Model Applied to Urban Catchment
Ellis, Franklin W. (author) / Hornberger, George M. (author) / Ramsey, Fred V. (author)
Journal of the Hydraulics Division ; 106 ; 1457-1470
2021-01-01
141980-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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