Message Board

Respected readers, authors and reviewers, you can add comments to this page on any questions about the contribution, review, editing and publication of this journal. We will give you an answer as soon as possible. Thank you for your support!

Full name
E-mail
Phone number
Title
Message
Verification Code
Qi Peng, Wang Yongxue, Zou Zhili, Qiu Dahong. A three-dimensional coupled model for time-domain calculation of nonlinear waves[J]. Haiyang Xuebao, 2000, 22(6): 102-109.
Citation: Qi Peng, Wang Yongxue, Zou Zhili, Qiu Dahong. A three-dimensional coupled model for time-domain calculation of nonlinear waves[J]. Haiyang Xuebao, 2000, 22(6): 102-109.

A three-dimensional coupled model for time-domain calculation of nonlinear waves

  • Received Date: 2000-04-20
  • Rev Recd Date: 2000-07-23
  • The coupled model,which is the combination of Boussinesq equations and the general description for three-dimensional (3-D) flows with the volume of fluid (VOF) method,has been developed for the numerical simulations of nonlinear waves in a large domain.That is,the whole computational domain Ω is divided into two sub-regions.In the near-field around a structure,Ω1,the flow is governed by 3-D Navier-Stokes equations and numerically solved by the VOF method.Whereas in the sub-region Ω2(Ω2=Ω-Ω1),the flow is governed by two-dimensional Boussinesq equations and numerically solved with the predictor-corrector algorithm.The velocity and the wave surface elevation are matched to the common boundaries of the two subregions.Numerical verifications have been conducted for the case of wave propagation and interaction with a square caisson.It is shown that the coupledmodel is effective on computing nonlinear waves in a large domain with taking into account the complicated flow field near a structure.
  • loading
  • Kim C H,Clement A H,Tanizawa K.Recent research and development of numerical wave tanks-A review.International Journal og Offshore and Polar Engineering,1999,9(4):241~256
    Madsen P A,Murray R,Sorensen O R.A new form of Boussineeq equations with improved linear dispersion characteristics.Coast Eng,1991,15:371~388
    Madsen P A,Sorensen O R.A new form of Boussinesq equations with improved linear dispersion characteristics.Part 2.A slowly-varying bathyrnetry.Coast Eng,1992,18:183~204
    Nwogu O.Alternative form of Boussinesq equations for nearshore wave propagation.Journal of Waterways,Port,Coastal and Ocean Engineering,ASCE,1993,119(6):618~638
    邹志利.高阶Boussinesq水波方程.中国科学(E辑),1997,27(3):460~473
    王永学.VOF方法数模直墙式建筑物前的波浪破碎过程.自然科学进展─国家重点实验室通讯,1993,3(6):553~559
    王永学.无反射造波数值波浪水槽.水动力学研究与进展,1994,9(2):205~214
    王永学,Su Tsung Chow.圆柱容器液体晃动问题的数值计算.空气动力学学报,1991,9(1):112~119
    梅强中.水波动力学.北京:科学出版社,1984.279~284
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Article views (720) PDF downloads(1024) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return