Numerical Study of Solitary Wave Interaction with Porous Breakwaters-Reference-Cited by-同舟云学术

Numerical Study of Solitary Wave Interaction with Porous Breakwaters

Published:2007-09 Issue:5 Volume:133 Page:352-363
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:

Lin Pengzhi¹²,Karunarathna S. A.¹²

Affiliation:

1. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, China (corresponding author).

2. Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

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%282007%29133%3A5%28352%29

Reference50 articles.

1. Anderson O. H. (1994). “Flow in porous media with special reference to breakwater structures.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

2. On the one-dimensional steady and unsteady porous flow equations

3. Burcharth H. F. Liu Z. and Troch P. (1999). “Scaling of core material in rubble mound breakwater model tests.” Proc. 5th COPEDEC Cape Town South Africa 1518–1528.

4. Fluid flow through granular beds;Carman P. C.;Trans. Inst. Chem. Eng.,1937

5. Vortex generation and evolution in water waves propagating over a submerged rectangular obstacle

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