Discussion of “Design Scour Levels for Dune Revetments and Seawalls”

Author:

Myrhaug Dag1,Leira Bernt J.2ORCID,Lader Pål F.2ORCID

Affiliation:

1. Dept. of Marine Technology, Norwegian Univ. of Science and Technology (NTNU), Otto Nielsen vei 10, NO-7491 Trondheim, Norway (corresponding author).

2. Dept. of Marine Technology, Norwegian Univ. of Science and Technology (NTNU), Otto Nielsen vei 10, NO-7491 Trondheim, Norway. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference4 articles.

1. A unified deep-to-shallow water wave-breaking probability parameterization

2. 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.

3. Transformation of wave height distribution

4. Tucker, M. J., and E. G. Pitt. 2001. Waves in ocean engineering. Amsterdam, Netherlands: Elsevier.

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