Energy Balance Model for Breaking Solitary Wave Runup-Reference-Cited by-同舟云学术

Energy Balance Model for Breaking Solitary Wave Runup

Published:2003-03 Issue:2 Volume:129 Page:47-59
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Li Ying¹,Raichlen Fredric²

Affiliation:

1. Principle Software Engineer, Oracle Corporation, M/S 3op12, 500 Oracle Pkwy., Redwood Shores, CA 94065.

2. Professor Emeritus, Civil Engineering and Mechanical Engineering, California Institute of Technology, Pasadena, CA 91125.

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%282003%29129%3A2%2847%29

Reference22 articles.

1. Battjes J. A. (1974). “Surf similarity.” Proc. 14th Conf. on Coastal Engineering Vol. 1 ASCE New York 466–480.

2. Goring D. G. (1978). “Tsunami: The propagation of long waves onto a shelf.” Rep. No. KH-R-38 W. M. Keck Laboratory of Hydraulics and Water Resources California Institute of Technology Pasadena Calif.

3. Grilli S. T. and Svendsen I. A. (1989). “Computation of non-linear wave kinematics during propagation and runup on a shelf.” Proc. NATO Advanced Research Workshop on Water Wave Kinematics North Atlantic Treaty Organization Brussels Belgium 387–413.

4. Hall J. V. and Watts J. W. (1953). “Laboratory investigation of the vertical rise of solitary waves on impermeable slopes.” Technical Memorandum No. 33 Beach Erosion Board U.S. Waterways Experiment Station U.S. Army Corps of Engineers Vicksburg Miss.

5. Iribarren C. R. and Nogales C. (1949). “Protection des ports.” XVIIth Int. Navigation Congress Section II Communication 31–80.

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