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OPTIMAL WIND PROTECTION FENCE THAT MINIMIZE THE SPRAY TRANSPORT TO THE DOWNSTREAM

机译:最佳的防风围栏,最小化喷射到下游的喷射

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For decreasing the spray flux by the wave-breaking at the shorelines of the landward area, the optimal wind protection fence structure was discussed experimentally and numerically. For minimizing the salt-spray flux through the fence, a structure with two staggered rows of circular cylinders with different spaces between cylinders is selected and wind tunnel experiments have been conducted. The salt spray amount deposited and passed through the wind fence were measured. The spray volume getting through or blowing up the fence was quantified by colored water with dye. The water was sprayed with a sprayer at wind fence upstream and collected by gauzes placed at downstream points. For the subsidence volume at the downstream bottom, a tray was put and the mass of the subsiding water was measured. A 2D model (RANS Reynolds-Averaged Navier-Stokes equations) using k-ε turbulence closure model is used to simulate the velocity field and the distribution of the spray concentration behind the fence. Considering the loss of the spray that blows upward the fence, the (1D-2D) staggered circular cylinders arrangement is the best one to use.
机译:为了通过覆盖区域的海岸线处的波浪降低喷射通量,实验和数值讨论了最佳的防风围栏结构。为了使盐雾通量通过围栏最小化,选择具有两个交错行的结构,其中圆柱之间具有不同空间的圆柱形,并且已经进行了风隧道实验。测量沉积并通过风栅栏的盐喷射量。通过用染料量的水量化通过或吹掉篱笆的喷雾体积。在上游的风栅栏上用喷雾器喷洒水,并通过位于下游点的大石收集。对于下游底部的沉降量,托盘被放置,并测量滤水的质量。使用k-ε湍流封闭模型的2D模型(Rans Reynolds-Passaliged Navier-Stokes方程)用于模拟速度场和栅栏后面喷雾浓度的分布。考虑到吹出向上围栏的喷雾的损失,(1D-2D)交错的圆柱形布置是最好的使用。

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