Developing new formulae for prediction of mean overtopping discharge at vertical walls

Author:

Hosseini Alireza Sadat,Radfar Soheil,Panahi Roozbeh

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Oceanography

Reference29 articles.

1. van der Meer JW, Bruce T (2013) New physical insights and design formulae on wave overtopping at sloping and vertical structures. J Waterw Port Coast Ocean Eng. doi: 10.1061/(ASCE)

2. Verhaeghe H (2005) Neural network prediction of wave overtopping at coastal structures. Ph.D. Thesis, Universiteit Gent, Gent, Belgium, ISBN 90-8578- 018-7

3. Ahrens JP, Heimbaugh MS, Davidson DD (1986) Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts, USA, final report of experimental model investigation. Coastal Engineering Research Centre, Department of the Army, Mississippi

4. Ahrens JP, Heimbaugh MS (1988) Seawall overtopping model. In: Proceedings of the 21st International Conference on Coastal Engineering, Malaga, Spain, ASCE, pp 795–806

5. Franco L (1994) Further results of hydraulic model tests on wave overtopping. In: MAST2-MCS, 2′workshop, Milano

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