吴昊;朱际休;廖斌;陈善群;

• 1:安徽工程大学建筑工程学院
• 2:中冶建筑研究总院有限公司

摘要(Abstract)：

基于雷诺时均Navier-Stokes方程(RANS)和连续方程,结合k-ω湍流模型,建立波浪与非淹没竖直圆柱相互作用的三维数值模型.在验证波浪对单个竖直圆柱波浪力和自由液面高程的基础上,着重研究圆柱间距S对两串联竖直圆柱波浪力与自由液面高程的影响.计算结果表明,圆柱间距S较大时(S=4 D),两串联圆柱中上游圆柱波浪力与单圆柱波浪力的演化曲线较为吻合;圆柱间距S较小(S=0.5 D)时,上游圆柱背风面自由液面高程明显抬升,使得上游圆柱波浪力较单圆柱大,同时上游圆柱侧方自由液面高程受反射波的影响较大.

关键词(KeyWords)： 波浪力;自由液面;非淹没竖直圆柱;Level-Set方法

Abstract:

Keywords:

基金项目(Foundation): 安徽工程大学研究生实践与创新基金资助项目(Y040117013)

作者(Author): 吴昊;朱际休;廖斌;陈善群;

Email:

DOI:

参考文献(References)：

• [1]武昕竹,柳淑学,李金宣.聚焦波浪与直立圆柱作用的数值模拟[J].水利水运工程学报,2015(6):31-39.
• [2]唐鹏,于定勇,BAI WEI,等.海洋工程中直立圆柱波浪爬升问题的数值研究[J].中国海洋大学学报:自然科学版,2016,46(10):116-122.
• [3]蒋昌波,刘晓建,姚宇,等.孤立波作用下破碎区单圆柱附近流动特性数值研究[J].水动力学研究与进展:A辑,2016,31(4):472-479.
• [4]G C J MORGAN,J ZANG,D GREAVES.et al.Using the rasinterfoam CFD model for wave transformation and coastal modelling[J].Coastal Engineering Proceeding,2011,1(32):23.
• [5]W MO,K IRSCHIK,H OUMERACI,et al.A 3Dnumerical model for computing non-breaking wave forces on slender piles[J].Journal of Engineering Mathematics,2007,58(1-4):19-30.
• [6]A CHORIN.Numerical solution of the Navier-Stokes equations[J].Math.Comp.,1968,22(104):745-762.
• [7]VAN DER VORST H.BiCGStab:A fast and smoothly converging variant of Bi-CG for the solution of nonsymmetric linear systems[J].SIAM J.Sci.Comput.,1992,13(2):631-644.
• [8]G S JIANG,C W SHU.Efficient implementation of weighted ENO schemes[J].J.Comput.Phys.,1996,126(1):202-228.
• [9]C W SHU,S OSHER.Efficient implementation of essentially non-oscillatory shock capturing schemes[J].J.Comput.Phys.,1988,77(2):439-471.
• [10]D C WILCOX.Turbulence modeling for CFD[M].California:DCW Industries Inc.,1994.
• [11]P A DURBIN.Limiters and wall treatments in applied turbulence modeling[J].Fluid Dynamics Research,2009,41(1):012203.
• [12]S OSHER,J A SETHIAN.Fronts propagating with curvature-dependent speed:algorithms based on Hamilton-Jacobi formulations[J].Journal of Computational Physics,1988,79(1):12-49.
• [13]D PENG,B MERRIMAN,S OSHER,et al.A PDE-based fast local level set method[J].Journal of Computational Physics,1999,155(2):410-438.
• [14]S MAYER,A GARAPON,L S SRENSEN.A fractional step method for unsteady free surface flow with applications to non-linear wave dynamics[J].Int.J.Numer.Meth.Fluids,1998,28(2):293-315.
• [15]N G JACOBSEN,D R FUHRMAN,E J FREDS.A wave generation toolbox for the open-source CFD library:OpenFOAM[J].Int.J.Numer.Meth.Fluids,2011,70(9):1 073-1 088.
• [16]A KAMATH.Wave Forces on structures using Reef3d[M].Trondheim:Norwegian University of Science and Technology,2012.
• [17]A KAMATH,M ALAGAN CHELLA,H BIHS,et al.Evaluating wave forces on groups of three and nine cylinders using a 3Dnumerical wave tank[J].Engineering Applications of Computational Fluid Mechanics,2015,9(1):343-354.