Discussion of “Design Scour Levels for Dune Revetments and Seawalls”
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VIEW THE ORIGINAL ARTICLEAuthors: Dag Myrhaug [email protected], Bernt J. Leira https://orcid.org/0000-0002-2084-0088 [email protected], and Pål F. Lader https://orcid.org/0000-0001-9665-5244 [email protected]Author Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 150, Issue 1
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References
Filipot, J.-F., F. Ardhuin, and A. V. Babanin. 2010. “A unified deep-to-shallow water wave-breaking probability parameterization.” J. Geophys. Res. 115: C04022. https://doi.org/10.1029/2009JC005448.
Sutherland, J., C. Obhrai, R. J. S. Whitehouse, and A. M. C. Pearce. 2006. “Laboratory tests of scour at a seawall.” In Proc., 3rd Int. Conf. on Scour and Erosion, 622–631. Gouda, The Netherlands: CUR.
Thornton, E. B., and R. T. Guza. 1983. “Transformation of wave height distribution.” J. Geophys. Res.: Oceans 88 (C10): 5925–5938. https://doi.org/10.1029/JC088iC10p05925.
Tucker, M. J., and E. G. Pitt. 2001. Waves in ocean engineering. Amsterdam, Netherlands: Elsevier.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 150 • Issue 1 • January 2024
Copyright
© 2023 American Society of Civil Engineers.
History
Received: May 19, 2023
Accepted: Jun 22, 2023
Published online: Oct 27, 2023
Published in print: Jan 1, 2024
Discussion open until: Mar 27, 2024
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Affiliations
Dept. of Marine Technology, Norwegian Univ. of Science and Technology (NTNU), Otto Nielsen vei 10, NO-7491 Trondheim, Norway (corresponding author). Email: [email protected]
Dept. of Marine Technology, Norwegian Univ. of Science and Technology (NTNU), Otto Nielsen vei 10, NO-7491 Trondheim, Norway. ORCID: https://orcid.org/0000-0002-2084-0088. Email: [email protected]
Dept. of Marine Technology, Norwegian Univ. of Science and Technology (NTNU), Otto Nielsen vei 10, NO-7491 Trondheim, Norway. ORCID: https://orcid.org/0000-0001-9665-5244. Email: [email protected]
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