文章摘要
李翀,何少苓,陆吉康.三维动边界破开算子法不恒定流模拟研究[J].水利学报,1998,29(8):0008-0014
三维动边界破开算子法不恒定流模拟研究
The numerical simulation of three-dimensional unsteady flow by operator splitting and moving boundary method
  
DOI:
中文关键词: 大尺度三维模型 破开算子法 动边界 透水介质法 非恒定流模拟
英文关键词: three-dimension  unsteady flow  numerical simulation  operator splitting method  moving boundary treatment
基金项目:
作者单位
李翀 中国水利水电科学研究院 
何少苓 中国水利水电科学研究院 
陆吉康 中国水利水电科学研究院 
摘要点击次数: 1580
全文下载次数: 48
中文摘要:
      本文以静水压强假定下的大尺度三维水流方程为基础,对微分方程采用混合破开算子法求解,并引入了透水介质法处理动水边界、自由水面边界和床底边界,将动边界问题转化为定边界问题求解,对大尺度水体中的恒定与非恒定流动进行了成功的模拟计算。
英文摘要:
      A numerical model of three-dimensional simulation for large-scale water unsteady flow has been developed. The model uses the operator splitting method to solve the basic equations for large-scale water. Moving boundary treatment is applied to complex geography and irregular boundary for simulating trace of free surface. To test the model, a series of research on single wave in closed area, wind-induced current, flow in a square lumen and flow in river expansion has been carried out. The measured data for a sea beach zone and results of some other known numerical models are in accord with the numerical results.
查看全文   查看/发表评论  下载PDF阅读器
关闭