Long-Term Equilibrium Beach Profile Based on Maximum Information Entropy Concept
Author:
Affiliation:
1. Professor, Division of Civil Engineering, School of Engineering, Physics and Mathematics, Univ. of Dundee, Dundee DD1 4HN, U.K. E-mail: p.dong@dundee.ac.uk
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%3A3%28160%29
Reference19 articles.
1. Representing equilibrium beach profiles with an exponential expression;Bodge K. R.;J. Coastal Res.,1992
2. Nourishment design and evaluation: applicability of model concepts
3. Entropy and Probability Concepts in Hydraulics
4. Application of Entropy Concept in Open‐Channel Flow Study
5. Dean R. G. (1977). “Equilibrium beach profiles: U.S. Atlantic and Gulf Coasts.” Ocean Engineering Rep. No. 12 Dept. of Civil Engineering Univ. of Delaware Newark Del.
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