Suitable Wave-Height Parameter for Characterizing Breakwater Stability-Reference-Cited by-同舟云学术

Suitable Wave-Height Parameter for Characterizing Breakwater Stability

Published:1995-03 Issue:2 Volume:121 Page:88-97
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering

Author:

Vidal César,Losada Miguel A.,Mansard Etienne P. D.

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%281995%29121%3A2%2888%29

Reference15 articles.

1. Bruun P. (1991). “Economic optimization of breakwaters in port engineering.” PIANC/AIPCN Bull. General Secretariat of PIANC Brussels Belgium No. 72 .

2. Feuillet J. Coëffe Y. Bernier J. and Chaloin B. (1987). “Le dimensionnement des digues à talus.” Collection de la Direction des Etudes et Recherches d'Électricité de France Editions Eyrolles Paris France.

3. Funke E. R. and Mansard E. P. D. (1979). “On the synthesis of realistic sea states in a laboratory flume.” Tech. Rep. LTR-HY-66 Nat. Res. Council of Canada (NRCC) Ottawa Canada.

4. Funke E. R. and Mansard E. P. D. (1984). “The NRCC `random' wave generation package.” Tech. Rep. TR-HY-002 Nat. Res. Council of Canada (NRCC) Hydr. Lab. Ottawa Canada.

5. Galand J. C. and Manoha B. (1991). “Influence of wave grouping on the stability of rubble mound breakwaters.” Proc. XXIV IAHR Cong. Vol. B Centro de Estudios y Experimentacion de Obras Publicas (CEDEX) Madrid Spain.

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