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.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Hydraulics Division
Volume 106Issue 9September 1980
Pages: 1457 - 1470

History

Published in print: Sep 1980
Published online: Feb 3, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

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.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share