Boussinesq-Type Model with Boundary-Fitted Coordinate System-Reference-Cited by-同舟云学术

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Boussinesq-Type Model with Boundary-Fitted Coordinate System

Published:2001-06 Issue:3 Volume:127 Page:152-160
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Li Y. S.¹²³,Zhan J. M.¹²³

Affiliation:

1. Member, ASCE

2. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, People's Republic of China. E-mail: ceysli@polyu.edu.hk

3. Assoc. Prof., Dept. of Appl. Mech. and Engrg., Zhongshan Univ., Guangzhou, People's Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282001%29127%3A3%28152%29

Reference23 articles.

1. Beji S. and Nadaoka K. ( 1996). “A formal derivation and numerical modelling of the improved Boussinesq equations for varying depth.” Oc. Engrg. 23 691–704.

2. Berkhoff J. C. W. Booy N. and Radder A. C. ( 1982). “Verification of numerical wave propagation models for simple harmonic linear water waves.” Coast. Engrg. 6 255–279.

3. Briggs M. J. ( 1987). “Summary of WET shoal results.” Memo. for Rec. Coast. Engrg. Res. Ctr. Waterways Experiments Station Vicksburg Miss.

4. Dingemans M. ( 1997). Water wave propagation over uneven bottoms Advanced series on ocean engineering Vol. 13 Parts 1 and 2 World Scientific Singapore.

5. Hammack J. Scheffner N. and Segur H. ( 1989). “Two-dimensional periodic waves in shallow water.” J. Fluid Mech. Cambridge U.K. 209 567–589.

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