Breaking wave interaction with a vertical cylinder and the effect of breaker location

© 2016 Elsevier Ltd. All rights reserved. This is the authors' accepted and refereed manuscript to the article. Locked until 2018-12-01. Author's post-print is released with a Creative Commons Attribution Non-Commercial No Derivatives License.

[1]  Hans Bihs,et al.  Breaking characteristics and geometric properties of spilling breakers over slopes , 2015 .

[2]  Henrik Bredmose,et al.  Breaking wave impacts on offshore wind turbine foundations: Focused wave groups and CFD , 2010 .

[3]  Ove T. Gudmestad,et al.  The effect of dynamic amplification due to a structure׳s vibration on breaking wave impact , 2015 .

[4]  Odd M. Faltinsen,et al.  A local directional ghost cell approach for incompressible viscous flow problems with irregular boundaries , 2008, J. Comput. Phys..

[5]  Jørgen Fredsøe,et al.  A wave generation toolbox for the open‐source CFD library: OpenFoam® , 2012 .

[6]  Henk A. van der Vorst,et al.  Bi-CGSTAB: A Fast and Smoothly Converging Variant of Bi-CG for the Solution of Nonsymmetric Linear Systems , 1992, SIAM J. Sci. Comput..

[7]  H. Bihs,et al.  A new level set numerical wave tank with improved density interpolation for complex wave hydrodynamics , 2016 .

[8]  Pengzhi Lin,et al.  A numerical study of breaking waves in the surf zone , 1998, Journal of Fluid Mechanics.

[9]  Xavier Ros Collados Impact forces on a vertical pile from plunging breaking waves , 2013 .

[10]  Paul A. Durbin,et al.  Limiters and wall treatments in applied turbulence modeling , 2009 .

[11]  Hocine Oumeraci,et al.  BREAKING WAVE CHARACTERISTICS FOR THE LOADING OF A SLENDER PILE , 2003 .

[12]  Jørgen Fredsøe,et al.  Hydrodynamics Around Cylindrical Structures , 2006 .

[13]  S. Osher,et al.  A PDE-Based Fast Local Level Set Method 1 , 1998 .

[14]  Qun Zhao,et al.  Numerical simulation of breaking waves by a multi-scale turbulence model , 2004 .

[15]  Hemming A. Schäffer,et al.  Review of Multidirectional Active Wave Absorption Methods , 2000 .

[16]  A. Chorin Numerical Solution of the Navier-Stokes Equations* , 1989 .

[17]  Peter Bradshaw,et al.  Calculation of boundary-layer development using the turbulent energy equation: compressible flow on adiabatic walls , 1971, Journal of Fluid Mechanics.

[18]  Henrik Bredmose,et al.  Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping walls , 2007 .

[19]  S. Osher,et al.  Efficient implementation of essentially non-oscillatory shock-capturing schemes,II , 1989 .

[20]  J. Sethian,et al.  Fronts propagating with curvature-dependent speed: algorithms based on Hamilton-Jacobi formulations , 1988 .

[21]  D. Wilcox Turbulence modeling for CFD , 1993 .

[22]  Danping Peng,et al.  Weighted ENO Schemes for Hamilton-Jacobi Equations , 1999, SIAM J. Sci. Comput..

[23]  E. S. Chan,et al.  Deep-water plunging wave pressures on a vertical plane wall , 1988, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[24]  S. Osher,et al.  Regular Article: A PDE-Based Fast Local Level Set Method , 1999 .

[25]  Chi-Wang Shu,et al.  Efficient Implementation of Weighted ENO Schemes , 1995 .

[26]  Hocine Oumeraci,et al.  Breaking Wave Impact on a Slender Cylinder , 2001 .

[27]  J. R. Morison,et al.  The Force Exerted by Surface Waves on Piles , 1950 .

[28]  Hans Bihs,et al.  Hydrodynamic characteristics and geometric properties of plunging and spilling breakers over impermeable slopes , 2016 .

[29]  W. Rodi,et al.  Calculation of Secondary Currents in Channel Flow , 1982 .

[30]  Atle Jensen,et al.  Plunging solitary wave and its interaction with a slender cylinder on a sloping beach , 2013 .

[31]  J. Larsen,et al.  Open boundaries in short wave simulations — A new approach , 1983 .

[32]  H. Oumeraci,et al.  Breaking wave impact force on a vertical and inclined slender pile¿theoretical and large-scale model investigations , 2005 .

[33]  Hans Bihs,et al.  Characteristics and profile asymmetry properties of waves breaking over an impermeable submerged reef , 2015 .