Wave Runup on Smooth and Rock Slopes of Coastal Structures-Reference-Cited by-同舟云学术

Wave Runup on Smooth and Rock Slopes of Coastal Structures

Published:1992-09 Issue:5 Volume:118 Page:534-550
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering

Author:

van der Meer Jentsje W.,Stam Cor‐Jan M.

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%281992%29118%3A5%28534%29

Reference19 articles.

1. Ahrens J. P. (1981). “Irregular wave runup on smooth slopes.” Tech. Aid No. 81‐17 Coastal Engineering Research Center Waterways Experiment Station Vicksburg Miss.

2. Ahrens J. P. and Heimbaugh M. S. (1988). “Approximate upper limit of irregular wave runup on riprap.” Tech. Report CERC‐88‐5 Coastal Engineering Research Center Waterways Experiment Station Vicksburg Miss.

3. Allsop N. W. H. Franco L. and Hawkes P. J. (1985). “Wave runup on steep slopes—a literature review.” Report NO. SR 1 Hydraulic Research Wallingford U.K.

4. Battjes J. A. (1974). “Computation of set‐up longshore currents run‐up and overtopping due to wind‐generated waves.” Report 74‐2 . Committee on Hydraulics Dept. of Civil Engrg. Delft Univ. of Technology Delft the Netherlands.

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