Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network

Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data

Published:2016-05 Issue:3 Volume:142 Page:04015024
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:

Molines Jorge¹,Medina Josep R.²

Affiliation:

1. Research Assistant, Dept. of Transportation, ETSI Caminos, Univ. Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain (corresponding author).

2. Professor, Dept. of Transportation, ETSI Caminos, Univ. Politècnica de València, Camino de Vera s/n, 46022 Valencia, 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%29WW.1943-5460.0000322

Reference30 articles.

1. Aminti P. and Franco L. (1988). “Wave overtopping on rubble mound breakwaters.” Proc. 21st Int. Conf. on Coastal Engineering Vol. 1 ASCE Reston VA 770–781.

2. Besley P. (1999). “Overtopping of seawalls. Design and assessment manual.” R&D Tech. Rep. W 178 Environment Agency Bristol U.K.

3. P5. Hydraulic effects of breakwater crown walls

4. Bruce T. van der Meer J. W. Franco L. and Pearson J. M. (2006). “A comparison of overtopping performance of different rubble mound breakwater armours.” Proc. 30th Int. Conf. on Coastal Engineering Vol. 5 World Scientific London 4567–4579.

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