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Multi-Layer Computation of Coupled Finite Volume Solution of Depth-Averaged Flow in Steep Chute Spillways Considering Air Concentration Effects

机译:考虑空气浓度影响的急流斜槽溢洪道水深平均流量耦合有限体积解的多层计算

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The results of numerical analyzing of air concentration distribution in the AVIMORE chute spillway are presented in this paper. In order to solve this phenomenon three modeling strategies are used: 1) Solving the flow parameters without considering the effects of free surface aeration and then computing air mean concentration by a separate post-processor. 2) Simultaneous solution the flow equations and computation of the air entrainment from the water free surface. 3) Adding the effects of variation in aerated water density to the numerical flow solver. Therefore, firstly, the free surface air entrainment mechanism on chute reviewed, and then, the numerical solution of shallow water equations in inclined coordinate system is described. The equations are converted to discrete form using the overlapping cell vertex and cell centre finite volume methods on a triangular unstructured mesh. The post-processor in the 1st modeling strategy uses relations for computing the inception point characteristics and air mean concentration as vertical well as distribution profiles along the chute. In the second modeling strategy the effects of free surface aeration on the bed friction coefficient reduction and depth bulking are considered at each computational step of flow solution. In the 3rd modeling strategy the effect of the water-air density variations is added to the momentum equations. The results are compared with observations on the AVIMORE chute spillway. Finally, the best experimental relations for simulating the entrainment of air into the flow on chute spillways have been chosen. In order to provide better understanding of the velocity and air concentration, the vertical distribution profiles of these parameters are plotted from the multi layer treatments of depth averaged computed results.
机译:介绍了AVIMORE溜槽溢洪道中空气浓度分布的数值分析结果。为了解决该现象,使用了三种建模策略:1)在不考虑自由表面曝气影响的情况下求解流量参数,然后由单独的后处理器计算空气平均浓度。 2)同时求解流动方程和从无水表面夹带的空气。 3)将充气水密度变化的影响添加到数值流求解器中。因此,首先回顾了滑槽上的自由表面夹带空气的机理,然后描述了倾斜坐标系中浅水方程的数值解。在三角形非结构化网格上使用重叠的单元顶点和单元中心有限体积方法将方程转换为离散形式。第一种建模策略中的后处理器使用关系来计算起始点特性和空气平均浓度以及沿滑道的垂直分布和分布轮廓。在第二种建模策略中,在流动解决方案的每个计算步骤中都要考虑自由表面通气对床摩擦系数降低和深度膨胀的影响。在第三种建模策略中,水-空气密度变化的影响被添加到了动量方程中。将结果与在AVIMORE溜槽溢洪道上的观察结果进行比较。最后,选择了最佳的实验关系来模拟空气进入斜槽溢洪道中的气流。为了更好地了解速度和空气浓度,从深度平均计算结果的多层处理中绘制了这些参数的垂直分布曲线。

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