Great Lakes River‐Estuary Hydrodynamic Finite Element Model-Reference-Cited by-同舟云学术

Great Lakes River‐Estuary Hydrodynamic Finite Element Model

Published:1991-11 Issue:11 Volume:117 Page:1531-1550
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:Journal of Hydraulic Engineering

Author:

Chen Ching L.,Lee Kwang K.

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%281991%29117%3A11%281531%29

Reference23 articles.

1. Some inadequacies of finite element models as simulators of two-dimensional circulation

2. Time-stepping schemes for finite element tidal model computations

3. On the control of noise in finite element tidal computations: A semi-implicit approach

4. Gresho P. M. and Lee R. L. (1979). “Don't suppress the wiggles—They're telling you something.” Finite element methods for convection dominated flows T. J. R. Hughes ed. AMD Vol. 34 ASME New York N.Y.

5. Finite element analysis of long-period water waves

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2. Hydrodynamic analysis of flow patterns and estimation of retention time for a polluted reservoir;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2000-06-01

3. Procedure to Calibrate and Verify Numerical Models of Estuarine Hydrodynamics;Journal of Hydraulic Engineering;1999-02

4. A DEPTH-INTEGRATED 2D COASTAL AND ESTUARINE MODEL WITH CONFORMAL BOUNDARY-FITTED MESH GENERATION;International Journal for Numerical Methods in Fluids;1996-10-30

5. The Effects of Horizontal Density Gradient on the Flow in the Scheldt Estuary;Computational Methods in Water Resources X;1994