Modeling Flow In and Above a Porous Beach

Author:

Clarke Suzanne1,Dodd Nicholas2,Damgaard Jesper3

Affiliation:

1. Hyder Consulting Ltd., HCL House, St. Mellons Business Park, Cardiff, CF3 0EY, UK; formerly, Senior Numerical Modeller, HR Wallingford, Howbery Park, Wallingford, Oxon OX10 8BA, UK.

2. Lecturer, Univ. of Nottingham, School of Civil Engineering, Nottingham, UK.

3. Principal Scientist, HR Wallingford, Howbery Park, Oxon OX10 8BA, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference21 articles.

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

2. Modified Logarithmic Law for Velocity Distribution Subjected to Upward Seepage

3. Dean R. G. and Dalrymple R. A. (1991). Water wave mechanics for engineers and scientists. Advanced series on ocean engineering Vol. 2 World Scientific Singapore.

4. Dicker D. (1969). “Transient free surface flow in porous media.” Flow through porous media R. J. M. DeWiest ed. Academic New York 293–330.

5. Numerical Model of Wave Run-Up, Overtopping, and Regeneration

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