Nonlinear shoaling and impact of waves on coastal structures
Document Type
Conference Proceeding
Date of Original Version
1-1-1992
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.
Publication Title, e.g., Journal
Proceedings of Engineering Mechanics
Citation/Publisher Attribution
Grilli, S. T., M. A. Losada, and F. Martin. "Nonlinear shoaling and impact of waves on coastal structures." Proceedings of Engineering Mechanics (1992): 79-82. https://digitalcommons.uri.edu/oce_facpubs/220