ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Nonlinear Shoaling and Impact of Waves on Coastal Structures

by S. T. Grilli, Univ of Rhode Island, Kingston, United States,
M. A. Losada, Univ of Rhode Island, Kingston, United States,
F. Martin, Univ of Rhode Island, Kingston, United States,
I. A. Svendsen, Univ of Rhode Island, Kingston, United States,



Document Type: Proceeding Paper

Part of: Engineering Mechanics

Abstract:

A two-dimensional fully nonlinear potential flow model is used to calculate shoaling of solitary and enoidal waves over a sloping bottom and interaction with submerged or emerged coastal structures. Shoaling rates and amplitudes are calculated during wave propagation and transformation. Comparison is made with low-order theory and with experiments. Wave impact and breaking on coastal structures are calculated for waves entering the shallower water region. Velocities, impact pressures and forces are calculated and compared to experimental results.

Subject Headings: Wave shoaling | Water waves | Ocean waves | Wave velocity | Underwater structures | Two-dimensional models | Sea water

Services: Buy this book/Buy this article

 

Return to search