On the governing equations for horizontal and vertical coupling of one- and two-dimensional open channel flow models

Author:

Simon Cesar A.1ORCID,Langendoen Eddy J.2,Abad Jorge D.3,Mendoza Alejandro4

Affiliation:

1. Graduate Research Assistant, Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, PA 15261, USA Email:

2. (IAHR Member), Hydraulic Engineer, National Sedimentation Laboratory, Agricultural Research Service, United States Department of Agriculture, Oxford, MS 38655, USA Email:

3. (IAHR Member), Provost, Universidad de Ingenieria y Tecnologia (UTEC), Lima, Peru. Executive Director, Water Research Center Email:

4. Researcher, Instituto de Ingenieria, Universidad Nacional Autonoma de Mexico, Ciudad de Mexico, Mexico

Funder

University of Pittsburgh

U.S. Department of Agriculture, Agricultural Research Service

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Reference57 articles.

1. 2D stream hydrodynamic, sediment transport and bed morphology model for engineering applications

2. Altinakar, M. S., Miglio, E. & Wu, W. (2008). Coupling 1D-2D Shallow Water models for Simulating Floods due to Overtopping and Breaching of Leeves. In 8th world congress on computational mechanics (pp. 1–2). Venice, Italy.

3. A Rapid Model for Delimiting Flooded Areas

4. Integration of 1D and 2D finite volume schemes for computations of water flow in natural channels

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