Correct generation of the bound set-down for surface gravity wave groups in laboratory experiments of intermediate to shallow depth

Journal Article (2022)
Author(s)

William Mortimer (Plymouth University, JBA Consulting)

Alison Raby (Plymouth University)

Alessandro Antonini (TU Delft - Coastal Engineering)

D. M. Greaves (Plymouth University)

T.S. Van Den Bremer (TU Delft - Environmental Fluid Mechanics, University of Oxford)

Research Group
Coastal Engineering
Copyright
© 2022 William Mortimer, Alison Raby, A. Antonini, Deborah Greaves, T.S. van den Bremer
DOI related publication
https://doi.org/10.1016/j.coastaleng.2022.104121
More Info
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Publication Year
2022
Language
English
Copyright
© 2022 William Mortimer, Alison Raby, A. Antonini, Deborah Greaves, T.S. van den Bremer
Research Group
Coastal Engineering
Volume number
174
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Abstract

Using linear (first-order) wave generation theory in laboratory experiments, leads to significant contamination of the wave field by free non-linear (second-order) error waves, increasingly so at shallower depths. Second-order wave generation theory has previously been established, and so has correct generation of the bound set-down, made up from second-order bound waves in the sub-harmonic part of the spectrum, for bichromatic and irregular wave fields in shallow to intermediate depth. In the present work, different from previous studies, we validate second-order wave theory explicitly for isolated wave groups, which provide a demanding test on the correct generation of sub-harmonic bound waves and the stroke length of the wavemaker. We do so for shallow to intermediate water depth, where some previous attempts at full elimination of sub-harmonic error waves have been hampered by limited paddle stroke. We overcome these limitations by applying second-order wavemaker theory to a piston-type paddle with an extended paddle stroke that can thence generate the bound set-down correctly. We show that sub-harmonic error waves are eliminated by considering wave groups in relative depths k0d = 0.6–1.1, with important applications in coastal engineering experiments, such as run-up and overtopping.