Two-Dimensional Depth-Averaged Flow Modeling with an Unstructured Hybrid Mesh
Author:
Affiliation:
1. Hydraulic Engineer, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver, CO 80225.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000134
Reference33 articles.
1. Baker T. J. (1996). “Discretization of Navier-Stokes equations and mesh-induced errors.” Proc. 5th Int. Conf. Numerical Grid Generation in Computational Field Simulation AIAA Reno Nevada.
2. Unstructured Grid Finite-Volume Algorithm for Shallow-Water Flow and Scalar Transport with Wetting and Drying
3. Bernard R. S. and Berger R. C. (1999). “A parallel coupling scheme for disparate flow solvers.” Proc. 1999 Users Group Conf. Department of Defense Monterey Calif.
4. Hydrodynamic modeling of two-dimensional watershed flow;Chow V. T.;J. Hydr. Div.,1973
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