Wave Overtopping of Póvoa de Varzim Breakwater: Physical and Numerical Simulations-Reference-Cited by-同舟云学术

Wave Overtopping of Póvoa de Varzim Breakwater: Physical and Numerical Simulations

Published:2008-07 Issue:4 Volume:134 Page:226-236
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:

Neves Maria Graça¹²³⁴,Reis Maria Teresa¹²³⁴,Losada Inigo J.¹²³⁴,Hu Keming¹²³⁴

Affiliation:

1. Research Officer, National Civil Engineering Laboratory, DHA/NPE, Av. do Brasil, 101, 1700-066 Lisbon, Portugal (corresponding author). E-mail: gneves@lnec.pt

2. Research Officer, National Civil Engineering Laboratory, DHA/NPE, Av. do Brasil, 101, 1700-066 Lisbon, Portugal. E-mail: treis@lnec.pt

3. Professor, Ocean & Coastal Research Group, Instituto de Hidráulica Ambiental, “IH Cantabria,” Univ. de Cantabria, Avda. de los Castros s/n, Santander 39005, Spain. E-mail: losadai@unican.es

4. Manager of Numerical Modelling, Royal Haskoning, Burns House, Harlands Ro., Haywards Heath RH16 1PG, U.K. E-mail: k.hu@royalhaskoning.com

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%282008%29134%3A4%28226%29

Reference44 articles.

1. Allsop N. W. H. Besley P. and Madurini L. (1995). “Overtopping performance of vertical and composite breakwaters seawalls and low reflection alternatives.” Proc. MAST-MCS Project Workshop Univ. of Hannover Alderney U.K.

2. Aminti P. and Franco L. (1989). “Wave overtopping on rubble mound breakwaters.” Proc. Coastal Engineering 1988 ASCE New York 770–781.

3. Bay I. Hedges T. Shareef M. and Pullen T. (2005). “Wave overtopping of shallow sloping seawalls: Extension and refinement of empirical prediction methods.” Proc. Coastal Engineering 2004 World Scientific Singapore 4417–4429.

4. Besley P. (1999). Overtopping of seawalls: Design and assessment manual R&D Technical Rep. No. W178 Environment Agency Bristol U.K.

5. Bradbury A. P. and Allsop N. W. H. (1988). “Hydraulic effects of breakwater crown walls.” Proc. ICE Breakwaters ’88 Thomas Telford Ltd. London 385–396.

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