Irregular Wave Seepage and Overtopping of Permeable Slopes-Reference-Cited by-同舟云学术

Irregular Wave Seepage and Overtopping of Permeable Slopes

Published:2007-07 Issue:4 Volume:133 Page:245-254
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:

Kobayashi Nobuhisa¹²,de los Santos Francisco J.¹²

Affiliation:

1. Professor and Director, Center for Applied Coastal Research, Univ. of Delaware, Newark, DE 19716.

2. Ph.D. Candidate, Grupo de Puertos y Costas, E.T.S.I. Caminos, Canales y Puertos, Universidad de Granada, CEAMA, Avda del Mediterraneo s/n, 18006, Granada, Spain.

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%3A4%28245%29

Reference16 articles.

1. Allan J. C. and Komar P. D. (2002). “A dynamic revetment and artificial dune for shore protection.” Coastal Engineering 2002 Proc. 28th Coastal Engineering Conf. World Scientific Singapore 2044–2056.

2. Calibration and verification of a dissipation model for random breaking waves

3. de los Santos F. J. and Kobayashi N. (2006). “Irregular wave seepage and overtopping of cobble beaches and revetments.” Research Rep. No. CACR-06-01 Center for Applied Coastal Research Univ. of Delaware Newark Del.

4. Irregular Wave Reflection and Run‐Up on Rough Impermeable Slopes

5. Kobayashi N. de los Santos F. J. and Kearney P. G. (2006). “Time-averaged probabilistic model for irregular wave runup on permeable slopes.” J. Waterw. Port Coastal Ocean Eng.

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