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Simulating Overtopping of seawall defences B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley

Simulating Overtopping of seawall defences B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley

Simulating Overtopping of seawall defences B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley. *RCUK Research Fellow School of MACE. Outline. Introduction to Overtopping: The need for numerical models Numerical Model 1: Boussinesq-type model Modification for Seawall

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338 views • 22 slides
Nearshore Breakwater System

Nearshore Breakwater System

Nearshore Breakwater System. Jeffrey A. Melby, PhD. RPE Need. Nearshore JLOTS cease in sea state 3 Existing small ports may not have adequate draft Existing ports are relatively easily denied Need calm water for nearshore JLOTS operations No rapidly installable technology exists

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383 views • 20 slides
Stormy Weather

Stormy Weather

Stormy Weather. Empirical Methods and a Boussinesq-type Wave Model for Predicting Overtopping of Coastal Structures Patrick Lynett, Texas A&M University. Motivation for Study. There is a technical discontinuity of the hydrodynamic science/modeling/effort used in design of coastal structures.

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157 views • 15 slides
Prediction of Wave Overtopping

Prediction of Wave Overtopping

Prediction of Wave Overtopping. Physical Models. Empirical Data. Numerical Modelling?. Nonlinear Shallow Water Equations. Shallow Water and Boussinesq Equations with a Vertical Wall. Boussinesq Terms. Dissipation Terms. Continuity Equation. Momentum Equation. Force Imposed by a Wall.

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523 views • 6 slides

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