Wave Runup on Dikes with Shallow Foreshores
Author:
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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