Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation

This paper presents a novel numerical method for non-linear water wave interaction with a vertical structure of arbitrary horizontal shape. The wave motion is described by a set of non-linear Boussinesq-type equations. These are solved numerically using a Godunov-type finite volume method on Cartesi...

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Main Authors: Liang, Q, Zang, J, Borthwick, A, Taylor, P, Liu, S, Smith, C, ISOPE
Format: Conference item
Published: 2006
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author Liang, Q
Zang, J
Borthwick, A
Taylor, P
Liu, S
Smith, C
ISOPE
author_facet Liang, Q
Zang, J
Borthwick, A
Taylor, P
Liu, S
Smith, C
ISOPE
author_sort Liang, Q
collection OXFORD
description This paper presents a novel numerical method for non-linear water wave interaction with a vertical structure of arbitrary horizontal shape. The wave motion is described by a set of non-linear Boussinesq-type equations. These are solved numerically using a Godunov-type finite volume method on Cartesian grids with cut cells. The higher-order dispersive Boussinesq terms are approximated by finite differences. The main advantage of this approach is that not only is the proposed scheme conservative, but also no special algorithm is required to simulate discontinuous flows such as hydraulic jumps and broken waves. Regular waves incident on a bottom-mounted cylinder are simulated and the predicted surface elevation on the body compares well to laboratory measurements. Copyright © 2006 by The International Society of Offshore and Polar Engineers.
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spelling oxford-uuid:52f0bace-c0b1-4736-8f87-58d0d0be9ca82022-03-26T16:28:31ZNumerical simulation of non-linear wave interaction with an offshore wind turbine foundationConference itemhttp://purl.org/coar/resource_type/c_5794uuid:52f0bace-c0b1-4736-8f87-58d0d0be9ca8Symplectic Elements at Oxford2006Liang, QZang, JBorthwick, ATaylor, PLiu, SSmith, CISOPEThis paper presents a novel numerical method for non-linear water wave interaction with a vertical structure of arbitrary horizontal shape. The wave motion is described by a set of non-linear Boussinesq-type equations. These are solved numerically using a Godunov-type finite volume method on Cartesian grids with cut cells. The higher-order dispersive Boussinesq terms are approximated by finite differences. The main advantage of this approach is that not only is the proposed scheme conservative, but also no special algorithm is required to simulate discontinuous flows such as hydraulic jumps and broken waves. Regular waves incident on a bottom-mounted cylinder are simulated and the predicted surface elevation on the body compares well to laboratory measurements. Copyright © 2006 by The International Society of Offshore and Polar Engineers.
spellingShingle Liang, Q
Zang, J
Borthwick, A
Taylor, P
Liu, S
Smith, C
ISOPE
Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title_full Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title_fullStr Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title_full_unstemmed Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title_short Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation
title_sort numerical simulation of non linear wave interaction with an offshore wind turbine foundation
work_keys_str_mv AT liangq numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT zangj numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT borthwicka numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT taylorp numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT lius numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT smithc numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation
AT isope numericalsimulationofnonlinearwaveinteractionwithanoffshorewindturbinefoundation