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Experimental Investigations of Scour Pools around Porous Obstructions

机译:多孔障碍物周围冲刷池的实验研究

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Paired impermeable or porous obstructions are used to create scour pool habitat. We investigated local scour pools created by paired porous obstructions using laboratory experiments. To examine the influence of porous obstructions on local scour depths and volumes, various densities in the porous obstructions, ratio of obstruction width to channel width and submergence ratio were evaluated. A local scour pool developed when the flow blockage (product of density in the porous obstructions and ratio of obstruction width to channel width) and the ratio of the obstruction width to channel width were ≥5.0 and ≥0.4, respectively. The depth of the scour pool increased with increasing flow blockage, while scour depth reduced as the submergence ratio increased. The scoured volume had a strong relationship with the scour depth around the porous obstructions. Results of the predictive equations were considered reliable for estimating the maximum scour depth and scoured volume around porous obstructions in clear-water conditions.
机译:使用成对的不渗透或多孔障碍物来创建冲刷池栖息地。我们使用实验室实验研究了由成对的多孔障碍物形成的局部冲刷池。为了检查多孔障碍物对局部冲刷深度和容积的影响,评估了多孔障碍物中的各种密度,障碍物宽度与通道宽度之比和浸没率。当流量阻塞(多孔障碍物的密度与障碍物宽度与通道宽度之比的乘积)和阻塞物宽度与通道宽度之比分别为≥5.0和≥0.4时,会形成局部冲刷池。冲刷池的深度随着流量阻塞的增加而增加,而冲刷深度则随着浸没率的增加而减小。冲刷的体积与多孔障碍物周围的冲刷深度有很强的关系。预测方程的结果被认为对于估计清水条件下多孔障碍物的最大冲刷深度和冲刷量是可靠的。

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