Toe Scour of Seawall on a Steep Seabed by Breaking Waves

Author:

Tsai Ching-Piao123,Chen Hong-Bin123,You Shi-Song123

Affiliation:

1. Professor, Dept. of Civil Engineering, National Chung Hsing Univ., Taichung 402, Taiwan (corresponding author).

2. Associate Professor, Dept. of Tourism, Restaurant, and Hotel Management, Kainan Univ., Taoyuan 338, Taiwan.

3. Master, Dept. of Civil Engineering, National Chung Hsing Univ., Taichung 402, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Eckert J. W. (1983). “Design of toe protection for coastal structures.” Proc. Coastal Structures ’83 ASCE Reston Va. 331–341.

2. Fowler J. E. (1992). “Scour problems and methods for prediction of maximum scour at vertical seawalls.” Technical Rep. No. CERC-92-16 U.S. Army Corps of Engineers Waterways Experiment Station Vicksburg Miss.

3. Breaker type classification on three laboratory beaches

4. The Characteristics of Scouring and Depositing in Front of Vertical Breakwaters by Broken Clapotis

5. Goda Y. and Suzuki Y. (1976). “Estimation of incident and reflected waves in random wave experiments.” Proc. 15th Int. Conf. on Coastal Engineering ASCE New York 828–845.

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