2016
DOI: 10.1080/09377255.2015.1119921
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Reliable damping of free-surface waves in numerical simulations

Abstract: This paper generalizes existing approaches for free-surface wave damping via momentum sinks for flow simulations based on the Navier-Stokes equations. It is shown in 2D flow simulations that, to obtain reliable wave damping, the coefficients in the damping functions must be adjusted to the wave parameters. A scaling law for selecting these damping coefficients is presented, which enables similarity of the damping in model-and full-scale. The influence of the thickness of the damping layer, the wave steepness, … Show more

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Cited by 69 publications
(45 citation statements)
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“…For practical purposes, it is desired to be able to estimate the amount of undesired wave reflection before running the simulations. Of the various techniques for reducing undesired reflections (see Perić and Abdel-Maksoud, 2016), this paper is concerned with the ones that apply source terms to the governing equations in a zone adjacent to the corresponding domain boundaries. Such approaches have been presented under many different names, such as absorbing layers (e.g.…”
Section: Introductionmentioning
confidence: 99%
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“…For practical purposes, it is desired to be able to estimate the amount of undesired wave reflection before running the simulations. Of the various techniques for reducing undesired reflections (see Perić and Abdel-Maksoud, 2016), this paper is concerned with the ones that apply source terms to the governing equations in a zone adjacent to the corresponding domain boundaries. Such approaches have been presented under many different names, such as absorbing layers (e.g.…”
Section: Introductionmentioning
confidence: 99%
“…The main goal with forcing-zone-type approaches is to achieve reliable minimization of undesired wave reflections. However, the source term func-tion contains tunable parameters which must be adjusted for every simulation (Mani, 2012;Perić and Abdel-Maksoud, 2016). It was argued that these "parameters and profiles [...] can only be determined by trail and error" (Colonius, 2004, p. 337), which at the time of writing is still common practice in flow simulations with ocean waves (Perić and Abdel-Maksoud, 2016).…”
Section: Introductionmentioning
confidence: 99%
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