Time-Averaged Probabilistic Model for Irregular Wave Runup on Coastal Structures

2001 ◽  
Author(s):  
Peter G. Kearney ◽  
Nobuhisa Kobayashi
Keyword(s):  
Probabilistic Model ◽  
Wave Runup ◽  
Coastal Structures ◽  
Irregular Wave

Time-Averaged Probabilistic Model for Irregular Wave Runup on Permeable Slopes

2008 ◽  
Vol 134 (2) ◽  
pp. 88-96 ◽  
Author(s):  
Nobuhisa Kobayashi ◽  
Francisco J. de los Santos ◽  
Peter G. Kearney
Keyword(s):  
Probabilistic Model ◽  
Wave Runup ◽  
Irregular Wave

Numerical Modeling of Wave Runup on Coastal Structures and Beaches

1999 ◽  
Vol 33 (3) ◽  
pp. 33-37 ◽  
Author(s):  
Nobuhisa Kobayashi
Keyword(s):  
Numerical Models ◽  
Three Dimensional ◽  
Finite Amplitude ◽  
Random Waves ◽  
Wave Runup ◽  
Coastal Structures ◽  
Irregular Wave ◽  
Quantitative Understanding ◽  
Incident Waves ◽  
Marine Engineers

The quantitative understanding of regular and irregular wave runup on inclined coastal structures and beaches has improved considerably for the last decade owing to the improved laboratory and field experimental capabilities followed by the development of time-dependent numerical models. Numerical models based on the finite-amplitude shallow-water equations including the effects of bottom friction have been verified fairly extensively using laboratory and field data. The capabilities and limitations of the models are summarized so that marine engineers and scientists may be able to apply them effectively. The existing models are practically limited to normally incident waves on coastal structures and beaches of alongshore uniformity. The extension of these models to directional random waves on coastal structures and beaches of arbitrary three-dimensional geometry will be challenging numerically.

scholarly journals IRREGULAR WAVE OVERTOPPING RATES

1984 ◽  
Vol 1 (19) ◽  
pp. 22 ◽  
Author(s):  
Scott L. Douglass
Keyword(s):  
Shallow Water ◽  
Shore Protection ◽  
Coastal Structures ◽  
Wave Overtopping ◽  
Manual Method ◽  
Irregular Wave ◽  
Order Of Magnitude

Methods for estimating wave overtopping of coastal structures are reviewed and compared with the very limited available data and with each other. The different methods yield results which can vary more than an order-of-magnitude. For vertical seawalls, the U. S. Army Engineer Shore Protection Manual method estimates more overtopping than Goda's method except in very shallow water. For sloped structures, the Shore Protection Manual method usually estimates less overtopping than Battjes' method and Owen's method. However, data for adequately evaluating how well these methods predict overtopping has not been published.

Irregular Wave Runup and Overtopping

1978 ◽  
Vol 104 (4) ◽  
pp. 439-442
Author(s):  
John P. Ahrens ◽  
Martin F. Titus
Keyword(s):  
Wave Runup ◽  
Irregular Wave

Numerical Analysis of the Performance of Perforated Coastal Structures under Irregular Wave Conditions

2015 ◽  
Vol 315 ◽  
pp. 1159-1169
Author(s):  
Insik Chun ◽  
Hak Soo Lim ◽  
Jae Seol Shim ◽  
Kyung Soo Park
Keyword(s):  
Numerical Analysis ◽  
Coastal Structures ◽  
Irregular Wave ◽  
Wave Conditions

scholarly journals Irregular wave runup statistics on plane beaches: Application of a Boussinesq-type model incorporating a generating–absorbing sponge layer and second-order wave generation

2016 ◽  
Vol 114 ◽  
pp. 309-324 ◽  
Author(s):  
Colm J. Fitzgerald ◽  
Paul H. Taylor ◽  
Jana Orszaghova ◽  
Alistair G.L. Borthwick ◽  
Colin Whittaker ◽  
...  
Keyword(s):  
Wave Generation ◽  
Second Order ◽  
Type Model ◽  
Wave Runup ◽  
Irregular Wave ◽  
Sponge Layer

Irregular Wave Runup on Riprap Revetments

1988 ◽  
Vol 114 (4) ◽  
pp. 524-530 ◽  
Author(s):  
John P. Ahrens ◽  
Martha S. Heimbaugh
Keyword(s):  
Wave Runup ◽  
Irregular Wave
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