Wave Runup on Dikes with Shallow Foreshores-Reference-Cited by-同舟云学术

Wave Runup on Dikes with Shallow Foreshores

Published:2001-10 Issue:5 Volume:127 Page:254-262
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:

Gent Marcel R. A. van¹

Affiliation:

1. Dr., Mgr., Wave Dynamics and Structures Group, WL 1, Delft Hydraulics, P.O. Box 177, 2600 MH, Delft, The Netherlands. E-mail: marcel.vangent@wldelft.nl

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%282001%29127%3A5%28254%29

Reference23 articles.

1. Battjes J. A. ( 1969). “Discussion of paper by J. N. Svašek: `Statistical evaluation of wave conditions in a deltaic area.”' Proc. Symp. on Res. on Wave Action Vol. 1 Paper 1 Delft Hydraulics Delft The Netherlands.

2. Battjes J. A. ( 1974). “Computation of set-up longshore currents runup and overtopping due to wind-generated waves.” PhD thesis Department of Civil Engineering Delft University of Technology Delft The Netherlands.

3. Borsboom M. Doorn N. Groeneweg J. and van Gent M. ( 2001). “A Boussinesq-type wave model that conserves both mass and momentum.” Proc. ICCE 2000 Vol. 1 ASCE Reston Va. 148–161.

4. Bouws E. Günther H. Rosenthal W. and Vincent C. L. ( 1985). “Similarity of the wind wave spectrum in finite depth water. 1. Spectral form.” J. Geophys. Res. 90(C1) 975–986.

5. Cornett A. and Mansard E. ( 1995). “Wave stresses on rubble mound armour.” Proc. ICCE'94 Vol. 1 ASCE New York 986–1000.

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