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Numerical modelling of turbulent flow through spillway with gated operation

机译:门控操作下溢流湍流的数值模拟

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Numerical simulation of rapidly varied, free surface turbulent flow over spillway with the existence of both sub-critical and super-critical flow regimes is a challenging task. Vertical acceleration plays a dominant role in the spillway flows. This paper describes the formulation and development of a numerical model for flow over the spillway. The computer model is developed using the finite volume method based on weakly compressible flow equations and large Eddy simulation (LES)-based turbulence model. The model is applied to a real world case study of partial gate operation of sluice spillway to investigate the hydraulic characteristics by simulating the velocity distribution, pressure distribution and discharge characteristics. Numerical modelling of sluice spillway is complicated because both moving free surface region and fixed conduit pressure flow in the sluice barrel are present. The numerical model results are compared with the physical model study. The simulated results are in close agreement with the measured values. Copyright (c) 2007 John Wiley & Sons, Ltd.
机译:具有亚临界和超临界流态的溢洪道上快速变化的自由表面湍流的数值模拟是一项艰巨的任务。垂直加速度在溢洪道流量中起主要作用。本文描述了溢洪道上水流数值模型的制定和发展。基于有限可压缩流方程和基于大涡模拟(LES)的湍流模型,使用有限体积法开发了计算机模型。该模型应用于水闸溢洪道部分闸门操作的实际案例研究中,通过模拟速度分布,压力分布和排放特征来研究水力特性。水闸溢洪道的数值模型很复杂,因为在水闸筒中既存在活动的自由表面区域,又存在固定的管道压力流。将数值模型结果与物理模型研究进行了比较。仿真结果与测量值非常吻合。版权所有(c)2007 John Wiley&Sons,Ltd.

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