摘要
Some novel techniques of computational fluid dynamics are used to establish a mathematical model for the open diversion channel with two embankments in river blocking.The technique of boundary fitted coordinate system is used to overcome the difficulties resulting from the complicated shapes of natural river boundaries;the method of alternating direction implicit finite difference scheme is used to solve the partial differential equations in the transformed plane;and the technique of moving boundary is used to deal with the river bed exposed to water surface.This model has been used to predict the flow characteristics in the blocking of the Yangtz river in the Three Gorge Project (TGP).Comparison between the computed and experimental data shows a satisfactory agreement.
采用计算流体力学领域中的新技术建立了双戗堤进占截流的数学模型 .用适体坐标技术克服天然河道复杂的几何边界给有限差分法所带来的困难 ;用交替方向隐式有限差分格式求解变换平面上的偏微分方程 ;用动边界技术处理河床的淹露 .该模型已用于预测三峡工程截流过程中的水力特性 。
