Wave run-up and overtopping on smooth and rough slopes of coastal structures

Author:

Shankar N.J.,Jayaratne M.P.R.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference24 articles.

1. Wave run-up formulas for smooth slopes;Ahrens;Journal of Waterway, Port, Coastal and Ocean Engineering, American Society of Civil Engineers,1985

2. Ahrens, J., McCartney, B.L., 1975. Wave period effect on the stability of riprap. Proc. Civil Engineering in the Oceans III, American Society of Civil Engineers, pp. 1019–1034.

3. Probability distributions and levels of wave run-up on armored rubble slopes;Allsop;Int. Conf. on Numerical and Hydraulic Modeling of Ports and Harbors, Birmingham, England,1985

4. Coastlines, structures and breakwaters;Allsop,1998

5. Automated Coastal Engineering System, 1992. Department of Army, Waterways Experiment Station, Corp of Engineers, 3909 Halls Ferry Road, Vicksburg, Mississippi 39180-6199, Version 1.07.

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