Integrated Formula of Wave Overtopping and Runup Modeling for Vertical Seawalls Based on CLASH Datasets
Author:
Affiliation:
1. IDEA Consultants, Inc.
2. Disaster Prevention Research Institute Kyoto University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/kaigan/71/2/71_I_847/_pdf
Reference6 articles.
1. 1) Mase, H., Tamada, T., Yasuda, T., Hedges, T., and Reis, M. : Wave runup and overtopping at seawalls built on land and in very shallow water., J. Waterway, Port, Coastal, Ocean Eng., Vol. 139, No. 5, pp. 346-357, 2013.
2. 2) CLASH project : http://www.clash.ugent.be/
3. 5) Hedges, T. S. and Reis, M. T. : Random wave overtopping of simple sea walls: a new regression model, Proc. Inst. of Civil Engrs, Wat. Marit. & Energy Jour., Vol. 130, pp. 1-10, 1998.
4. 6) Reis, M. T., Hu, K., Hedges, T. S. and Mase, H. : A comparison of empirical, semiempirical, and numerical wave overtopping models, J. Coastal Research, 24-2B, pp. 250-262, 2008.
5. 13) Mase, H.·Kirby, J. T. : Hybrid frequency-domain KdV equation for random wave transformation, Proc. 23rd Int. Conf. Coastal Eng., ASCE, pp. 474-487, 1993.
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