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Importance of second-order wave generation for focused wave group run-up and overtopping
Abstract Background Focused wave groups offer a means for coastal engineers to determine extreme run-up and overtopping events. Research purpose This work examines numerically the importance of second-order accurate laboratory wave generation for NewWave-type focused wave groups generated by a piston-type paddle generator, and interacting with a plane beach and a seawall in a wave basin. Methods The numerical wave tank is based on the Boussinesq equations for non-breaking waves, and the non-linear shallow water equations for broken waves. During the model validation, good agreement is achieved between the numerical predictions and laboratory measurements of free surface elevation, run-up distances and overtopping volumes for the test cases driven by linear paddle signals. Errors in run-up distance and overtopping volume, arising from linear wave generation, are then assessed numerically by repeating the test cases using second-order accurate paddle signals. Results Focused wave groups generated using first-order wave-maker theory are found to be substantially contaminated by a preceding long error wave, resulting in erroneously enhanced run-up distances and overtopping volumes. Conclusions Thus, the use of second-order wave-maker theory for wave group run-up and overtopping experiments is instead recommended.
Highlights Focused wave group run-up on a beach and overtopping a seawall are studied Comparison between using linear and second-order wave generation is made Second-order error waves, arising from linear wave generation, are identified Error waves contaminate the wave field and erroneously enlarge run-up and overtopping Linear wave generation is found to be inadequate for coastal wave group studies
Importance of second-order wave generation for focused wave group run-up and overtopping
Abstract Background Focused wave groups offer a means for coastal engineers to determine extreme run-up and overtopping events. Research purpose This work examines numerically the importance of second-order accurate laboratory wave generation for NewWave-type focused wave groups generated by a piston-type paddle generator, and interacting with a plane beach and a seawall in a wave basin. Methods The numerical wave tank is based on the Boussinesq equations for non-breaking waves, and the non-linear shallow water equations for broken waves. During the model validation, good agreement is achieved between the numerical predictions and laboratory measurements of free surface elevation, run-up distances and overtopping volumes for the test cases driven by linear paddle signals. Errors in run-up distance and overtopping volume, arising from linear wave generation, are then assessed numerically by repeating the test cases using second-order accurate paddle signals. Results Focused wave groups generated using first-order wave-maker theory are found to be substantially contaminated by a preceding long error wave, resulting in erroneously enhanced run-up distances and overtopping volumes. Conclusions Thus, the use of second-order wave-maker theory for wave group run-up and overtopping experiments is instead recommended.
Highlights Focused wave group run-up on a beach and overtopping a seawall are studied Comparison between using linear and second-order wave generation is made Second-order error waves, arising from linear wave generation, are identified Error waves contaminate the wave field and erroneously enlarge run-up and overtopping Linear wave generation is found to be inadequate for coastal wave group studies
Importance of second-order wave generation for focused wave group run-up and overtopping
Orszaghova, Jana (author) / Taylor, Paul H. (author) / Borthwick, Alistair G.L. (author) / Raby, Alison C. (author)
Coastal Engineering ; 94 ; 63-79
2014-08-11
17 pages
Article (Journal)
Electronic Resource
English
Importance of second-order wave generation for focused wave group run-up and overtopping
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