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3D Numerical Simulation for Water Flows and Sediment Deposition in Dam Areas of the Three Gorges Project

机译:三峡工程坝区水流及泥沙淤积的3D数值模拟

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This paper presents a three-dimensional (3D) mathematical model for suspended load transport in turbulent flows. Based on the stochastic theory of turbulent flow proposed by Dou, numerical schemes of Reynolds stresses for anisotropic turbulent flows are obtained. Instead of a logarithmic law, a specific wall function is used to describe the velocity profile close to wall boundaries. The equations for two-dimensional suspended load motion and sorting of bed material have been improved for a 3D case. Numerical results are in good agreement with the measured data of the Gezhouba Project. The present method has been employed to simulate sediment erosion and deposition in the vicinity of the Three Gorges Dam. The size distribution of the deposits and bed material, and flow and sediment concentration at different times and elevations, are predicted. The results agree well with the observations in physical experiments. Thus, a new method is established for 3D simulation of sediment motion in the vicinity of dams.
机译:本文提出了一种三维(3D)数学模型,用于湍流中的悬浮载荷传输。基于Dou提出的湍流随机理论,得到了各向异性湍流的雷诺应力数值方案。代替对数定律,使用特定的墙函数来描述靠近墙边界的速度分布。对于3D情况,二维悬浮负荷运动和床料分类的方程式得到了改进。数值结果与葛洲坝项目实测数据吻合良好。本方法已被用来模拟三峡大坝附近的沉积物侵蚀和沉积。可以预测沉积物和床层物质的大小分布,以及不同时间和高度的流量和沉积物浓度。结果与物理实验中的观察结果非常吻合。因此,建立了一种用于大坝附近泥沙运动的3D模拟的新方法。

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