Fast random wave generation in numerical tanks

Author:

Dimakopoulos Aggelos S.1ORCID,de Lataillade Tristan2,Kees Chris E.3ORCID

Affiliation:

1. Principal Engineer, Coastal Structures, HR Wallingford, Wallingford, UK (corresponding author: )

2. Visiting Researcher, EngD candidate, Coastal Structures, HR Wallingford, Wallingford, Oxfordshire, UK; IDCORE, Institute for Energy Systems, the University of Edinburgh, Edinburgh, UK

3. Research Civil Engineer (Hydraulics), U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (ERDC-CHL), Vicksburg, MS, USA

Abstract

Generating and absorbing random waves in numerical models is a challenging problem, in particular when meaningful wave statistics should be generated to meet design sea-state requirements. The methodology presented herein allows for the generation of random wave fields (free surface elevation and velocities) to be reconstructed in time and in space by using window processing from a reference time series. It is demonstrated that the methodology is efficient in reproducing long non-repeating wave sequences by using only O(101)–O(102) wave components, rather than O(103)–O(104) required by a direct reconstruction from a single spectrum. This reduces the computational times required for the development of wave-train time-series elements by 40 times. Errors in instantaneous surface elevation and particle velocity between windowed and non-windowed reconstruction techniques were less than 0·4 and 0·2%, respectively, in the cases considered. The technique was combined with the relaxation zone method typically used in numerical wave tanks for generating waves. The simulations were performed using Proteus, a rapidly developing CFD−FEM toolkit for modelling fluid−structure interaction cases. The use of windowed reconstruction reduced the overall computational time associated with the simulation of waves in a numerical wave tank by ∼40 and ∼70% for serial and parallel execution. Results of the study show windowed reconstruction to be suitable for the representation of long-duration wave trains. Wave height and peak period are conserved within 2 and 1%, respectively.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Civil and Structural Engineering

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Response Mitigation of Floating Platform by Porous-Media-Tuned Liquid Dampers;Journal of Offshore Mechanics and Arctic Engineering;2023-05-19

2. Multiple-scales analysis of wave evolution in the presence of rigid vegetation;Journal of Fluid Mechanics;2022-01-25

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