Two-Dimensional Physical Modeling of the Northern Breakwater of Leixões Harbor, Portugal: Case Study-Reference-Cited by-同舟云学术

Two-Dimensional Physical Modeling of the Northern Breakwater of Leixões Harbor, Portugal: Case Study

Published:2009-11 Issue:6 Volume:135 Page:288-295
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:

Gomes F. Veloso¹²³⁴,Pinto F. Taveira¹²³⁴,Dias E. Brogueira¹²³⁴,Lopes H. Guedes¹²³⁴

Affiliation:

1. Full Professor, Faculty of Engineering, Univ. of Porto, Institute of Hydraulics and Water Resources, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

2. Assistant Professor, Faculty of Engineering, Univ. of Porto, Institute of Hydraulics and Water Resources, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

3. Administrator, Douro and Leixões Port Authority S.A., Av. da Liberdade, Apartado 3004, Leça da Palmeira, Portugal.

4. Ph.D. Researcher, Faculty of Engineering, Univ. of Porto, Institute of Hydraulics and Water Resources, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal (corresponding author).

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%282009%29135%3A6%28288%29

Reference15 articles.

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2. Besley P. (1999) “Overtopping of seawalls—Design and assessment manual.” R & D Technical Rep. No. W 178 Environment Agency Bristol U.K.

3. Daemrich K. F. Meyering J. Tack G. and Zimmermann C. (2006). “Overtopping at vertical walls and parapets—Regular wave tests for irregular simulation.” Proc. 1st Int. Conf. on the Application of Physical Modelling to Port and Coastal Protection F. V. Gomes F. T. Pinto L. das Neves and G. Iglesias eds. International Association for Hydraulics Research Delft The Netherlands 383–390.

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