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A platform for research: civil engineering, architecture and urbanism
Hydrodynamic Modeling of Two-Dimensional Watershed Flow
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.
Hydrodynamic Modeling of Two-Dimensional Watershed Flow
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.
Hydrodynamic Modeling of Two-Dimensional Watershed Flow
Chow, Ven Te (author) / Ben-Zvi, Arie (author)
Journal of the Hydraulics Division ; 99 ; 2023-2040
2021-01-01
181973-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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