Coastal modelling for flood defence
Author:
Affiliation:
1. Department of Civil Engineering and Geosciences, Delft University of Technology, PO Box 5048, 2600 GA Delft, The Netherlands
2. WL Delft Hydraulics, PO Box 177, Delft, The Netherlands
Publisher
The Royal Society
Subject
General Physics and Astronomy,General Engineering,General Mathematics
Link
https://royalsocietypublishing.org/doi/pdf/10.1098/rsta.2002.1010
Reference30 articles.
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2. A third-generation wave model for coastal regions: 1. Model description and validation
3. Borsboom M. Doorn N. Groeneweg J. & Van Gent M. 2001 Near-shore wave simulations with a Boussinesq-type model including breaking. In Proc. 4th Conf. on Coastal Dynamics Lund pp. 759{768.
4. Boussinesq modeling of wave transformation, breaking and run-up. II. 2D;Chen Q.;J. Wtrwy Port Coast. Ocean Engng,2000
5. DC 1960 Delta Commission Final Report (6 volumes in Dutch). The Hague: Staatsdrukkerij{en Uitgeverijbedrijf.
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