Wave Overtopping and Damage Progression of Stone Armor Layer

Author:

Kobayashi Nobuhisa123,Farhadzadeh Ali123,Melby Jeffrey A.123

Affiliation:

1. Professor and Director, Center for Applied Coastal Research, Univ. of Delaware, Newark, DE 19716 (corresponding author).

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

3. Research Hydraulic Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Holland K. T. Holman R. A. and Sallenger A. H. Jr. (1991). “Estimation of overwash bore velocities using video techniques.” Proc. Coastal Sediments ’91 ASCE Reston Va. 489–497.

2. A Simple Formula to Estimate Settling Velocity of Natural Sediments

3. Berm and Dune Erosion during a Storm

4. Irregular Wave Seepage and Overtopping of Permeable Slopes

5. Kobayashi N. and Farhadzadeh A. (2008). “Cross-shore numerical model CSHORE for waves currents sediment transport and beach profile evolution.” Research Rep. No. CACR-08-01 Center for Applied Coastal Research Univ. of Delaware Newark Del.

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