Nonhydrostatic Three-Dimensional Model for Hydraulic Flow Simulation. I: Formulation and Verification-Reference-Cited by-同舟云学术

Nonhydrostatic Three-Dimensional Model for Hydraulic Flow Simulation. I: Formulation and Verification

Published:2003-03 Issue:3 Volume:129 Page:196-205
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Lai Yong G.¹,Weber Larry J.²,Patel V. C.³

Affiliation:

1. Senior Research Engineer, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242.

2. Associate Professor, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242.

3. Professor and Director, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242.

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%290733-9429%282003%29129%3A3%28196%29

Reference38 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 Mississippi State Univ. Mississippi.

2. Barth T. (1991). “A three-dimensional upwind Euler solver for unstructured meshes.” AIAA Pap.

3. Finite element solution strategies for large-scale flow simulations

4. Berger R. C. and Stockstill R. L. (1999). “A finite-element system for flows.” Proc. 1999 American Society of Civil Engineers (ASCE) Water Resources Engineering Conf. Water Resources into the New Millenium Past Accomplishments and New Challenges Seattle.

5. Bernard R. S. and Berger R. C. (1999). “A parallel coupling scheme for disparate flow solvers.” Department of Defense High Performance Computing Modernization Program 1999 Users Group Conference June 1–10 Monterey Calif.

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