A new formula for front slope recession of berm breakwaters-Reference-Cited by-同舟云学术

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A new formula for front slope recession of berm breakwaters

Published:2010-04 Issue:4 Volume:57 Page:359-374
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Lykke Andersen T.,Burcharth H.F.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference35 articles.

1. Heraklion Airport;Aalborg University,1995

2. Aalborg University, 2007a. AwaSys 5 homepage. http://www.hydrosoft.civil.auc.dk/AwaSys.

3. Aalborg University, 2007b. WaveLab 2 homepage. http://www.hydrosoft.civil.auc.dk/wavelab.

4. Andersen, F.J., Poulsen, C., 1991. MAST Berm Breakwaters. Danmarks Ingeniørakademi, Lyngby, Denmark. Thesis carried out at DHI.

5. Parametrizzazione del profile di frangiflutti berma;Archetti,1996

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