摘要
建立一个自由表面三维水动力学计算模型,平面采用贴体坐标变换,竖直方向σ坐标变换.基于有限体积法,同位网格布置即流速、压力布置于同一控制点上.自由表面由二维水深积分方程中的水位方程求解,运用SIMPLEC法求解速度压力耦合问题,动水压力校正方程校正压力和流速场.标准k ε紊流模型计算紊动粘性系统以封闭Reynolds应力项.运用该数值模型模拟S形弯道水流三维流动.
A 3D curvilinear collocated grid hydrodynamic model is developed based on the 2D model. In the horizontal xy plane, a boundaryfitting curvilinear coordinate system is adopted; in the vertical direction, a σcoordinate transformation is used to represent the free surface and bed topography. Then the total pressure is subdivided into the hydrostatic and residual hydrodynamic components, and the Kε turbulent flow model, nonstaggered curvilinear grid, momentum interpolation, and SIMPLEC algorithm are used to solve the basic equations. Finally, a 3D flow field in an 'S' type meandering channel is simulated by the present method, and the results are in good agreement with measured data.
出处
《河海大学学报(自然科学版)》
CAS
CSCD
北大核心
2002年第6期74-78,共5页
Journal of Hohai University(Natural Sciences)
关键词
坐标变换
动量插值
自由表面
三维水流数值模型
coordinate transformation
momentum interpolation
free surface
3D flow numerical model