Research Article
Nov 1973
Hydrodynamic Modeling of Two-Dimensional Watershed Flow
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VIEW THE REPLYAuthors: Ven Te Chow, M.ASCE, and Arie Ben-Zvi, M.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 99, Issue 11
Abstract
Unsteady surface flow over watersheds is modeled hydrodynamically by a system of quasilinear partial differential equations for two velocity components and a flow depth at any point on the watershed. Computer solution is made possible by a new difference scheme based on the combination of the Lax-Wendroff scheme with Burstein-Lapidus modifications. A numerical example is given for the solution of watershed flow resulting from a uniform rainfall intensity and finite duration and its result is tested experimentally in the University of Illinois Watershed Experimentation System Laboratory. Preliminary results indicate that the proposed two-dimensional hydrodynamic model is suitable for the study of the watershed flow under consideration.
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Journal of the Hydraulics Division
Volume 99 • Issue 11 • November 1973
Pages: 2023 - 2040
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© 1973 American Society of Civil Engineers.
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Published in print: Nov 1973
Published online: Feb 3, 2021
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Ven Te Chow, M.ASCE
Prof. of Hydr. Engrg., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, IL
Arie Ben-Zvi, M.ASCE
Sr. Hrdro., Hydrological Service, Water Commission, Ministry of Agr., Jerusalem, Israel
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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.
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.