期刊文献+

Efficient computation method for two-dimensional nonlinear waves 被引量:3

Efficient computation method for two-dimensional nonlinear waves
下载PDF
导出
摘要 The theory and simulation of fully-nonlinear waves in a truncated two-dimensional wave tank in time domain are presented. A piston-type wave-maker is used to generate gravity waves into the tank field in finite water depth. A damping zone is added in front of the wave-maker which makes it become one kind of absorbing wave-maker and ensures the prescribed Neumann condition. The efficiency of numerical tank is further enhanced by installation of a sponge layer beach (SLB) in front of downtank to absorb longer weak waves that leak through the entire wave train front. Assume potential flow, the space- periodic irrotational surface waves can be represented by mixed Euler-lagrange particles Solving the integral equation at each time step for new normal velocities, the instantaneous free surface is integrated following time history by use of fourth-order Runge- Kutta method. The double node technique is used to deal with geometric discontinuity at the wave- body intersections. Several precise smoothing methods have been introduced to treat surface point with high curvature. No saw-tooth like instability is observed during the total simulation. The advantage of proposed wave tank has been verified by comparing with linear theoretical solution and other nonlinear results, excellent agreement in the whole range of frequencies of interest has been obtained. The theory and simulation of fully-nonlinear waves in a truncated two-dimensional wave tank in time domain are presented. A piston-type wave-maker is used to generate gravity waves into the tank field in finite water depth. A damping zone is added in front of the wave-maker which makes it become one kind of absorbing wave-maker and ensures the prescribed Neumann condition. The efficiency of numerical tank is further enhanced by installation of a sponge layer beach (SLB) in front of downtank to absorb longer weak waves that leak through the entire wave train front. Assume potential flow, the space- periodic irrotational surface waves can be represented by mixed Euler-lagrange particles Solving the integral equation at each time step for new normal velocities, the instantaneous free surface is integrated following time history by use of fourth-order Runge- Kutta method. The double node technique is used to deal with geometric discontinuity at the wave- body intersections. Several precise smoothing methods have been introduced to treat surface point with high curvature. No saw-tooth like instability is observed during the total simulation. The advantage of proposed wave tank has been verified by comparing with linear theoretical solution and other nonlinear results, excellent agreement in the whole range of frequencies of interest has been obtained.
出处 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2001年第2期281-298,共17页 海洋学报(英文版)
关键词 Numerical wave tank piston-type wave-maker sponge layer beach Numerical wave tank, piston-type wave-maker, sponge layer beach
  • 相关文献

参考文献10

  • 1[1]Clement A. (1996) Coupling of two absorbing boundary conditions for 2 D time-domain simulations of free surface gravity waves. Journal ofComputationalPhysics, 126, 139~151.
  • 2[2]Dommerrmuth D. G. , D. K. Yue (1987) Numerical simulation of nonlinear axisymmetric flows with a free surface. Journal of Fluid Mechanics, 178,195~219.
  • 3[3]Faltinsen O. M. (1977) Numerical solutions of transient nonlinear free-surface motion outside or inside moving bodies. Second International Conference on Numerical Ship Hydrodynamics, University of California, Berkeley, USA, September1977, pp. 347~357.
  • 4[4]Longuet- Higgins M. S., E. Cokelet (1976) The deformation of steep surface waves on water. Proc. Roy. Soc. Ser.,A350, 1~26.
  • 5[5]Nakayama, Washizu (1981) The boundary element method applied to the analysis of two-dimensional nonlinear sloshing problems. International Journal for Numerical Methods in Engineering, 17, 1 631 ~ 1 646.
  • 6[6]Schaeffer H. A. (1996) Second order wave maker theory for irregular waves. Ocean Engineering, 23(1), 47~88.
  • 7[7]Sed D. (1993) Numerical simulation of motions of two-dimensional floating bodies. Journal of Ship Research, 37, 307~330.
  • 8[8]Skourup Jepser, H. A. Schaeffer (1997) Wave generation and active absorption in a numerical wave flume. Proceeding of the Seventh International Offshore and Polar Engineering Conference, Honolulu, USA, pp. 85~91.
  • 9[9]Tanizawa K. (1996) Long time fully nonlinear simulation of floating body motions with artificial clamping zone. Journal of SNAJ, 180, 311~319.
  • 10[10]Vinje T., P. Brevig (1981) Nonlinear ship motions. Proc. of the 3rd. Int. Conf. on Numerical Ship, Hydro.,Paris, pp. 257~268.

同被引文献10

引证文献3

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部