Effective coastal engineering is expensive, but it is not as costly as neglect or ineffective intervention. Good practice needs to be based on sound principles, but theoretical work and …
CJ Bender, RG Dean - Coastal Engineering, 2003 - Elsevier
This paper provides a review of available studies on wave transformation by bathymetric changes and the resulting shoreline impacts. Three case studies of beach nourishment …
Modelling large-scale wave fields and their interaction with coastal and offshore structures has become much more feasible over the last two decades with increases in computer …
KD Suh, C Lee, WS Park - Coastal Engineering, 1997 - Elsevier
Two time-dependent equations for wave propagation on rapidly varying topography are developed using different theoretical approaches and are shown to be identical. The …
J Nicholson, I Broker, JA Roelvink, D Price… - Coastal …, 1997 - Elsevier
Five different coastal area morphodynamic models have been set up to run on the same offshore breakwater layout and an intercomparison carried out on the hydrodynamic and …
C Lee, KD Suh - Coastal Engineering, 1998 - Elsevier
A technique for internal generation of waves is studied for two time-dependent mild-slope equation models developed by Copeland [Copeland, GJM, 1985. A practical alternative to …
An efficient numerical model is constructed with the combination of analytical and Hybrid Finite Element Method (HFEM) based on mild slope equation for shallow water waves to …
B Li, CA Fleming - Coastal Engineering, 1997 - Elsevier
In this paper a three dimensional multigrid model is developed for the linear and fully nonlinear water wave propagation. The Laplace equation is transformed from an irregular …