Maximum Fluid Forces in the Tsunami Runup Zone

Author:

Yeh Harry1

Affiliation:

1. Professor, Dept. of Civil Engineering, Oregon State Univ., Corvallis, OR 97331-2302.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference16 articles.

1. Arnason H. (2005). “Interactions between an incident bore and a free-standing coastal structure.” Ph.D thesis Univ. of Washington Seattle.

2. Water waves of finite amplitude on a sloping beach;Carrier G. F.;J. Fluid Mech.,1957

3. Tsunami run-up and draw-down on a plane beach

4. Dean R. G. (2001). “Storm damage reduction potential via beach nourishment.” Coastal Engineering 2000 Conf. Proc. ASCE New York 3305–3318.

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