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INFLUENCE OF PILE GROUP DENSITY ON MINIMIZING LOCAL SCOUR OF A DOUBLE SPUR DIKE GROUP

机译:桩群密度对双刺堤集中局部冲刷的影响

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The present study is about flow structure and bed deformation around a group of double spur dike with the main purpose of how to reduce the local scour in the neighborhood of a conventional-type spur dike. Four types of submerged pile group, with different densities were installed in the same area at the upstream adjacent of the first spur-dike. The corresponding effects of each new model on flow and bed deformation mechanism were compared with those of the conventional spur-dike group. Flow velocity was reduced at the neighborhood of the first spur dike in the cases with a pile group. Local scour was also reduced both in depth and volume. With a decrease of the pile density flow patterns became more similar to the conventional case, local scour depth and bed erosion in the spur-dike field were increased. The promotion of sediment deposition in the spur-dike field was observed in the cases with medium and lower pile density, respectively.
机译:本研究是关于一组双刺堤周围的流动结构和床变形,主要目的是如何减少传统型燃烧堤的邻域内的局部冲刷。四种类型的浸没桩基,具有不同的密度在第一个刺堤的上游的同一区域中安装在同一区域。将每种新模型对流动床变形机制的相应效果与传统的喷射液相色谱法进行比较。在桩基的壳体中,在第一次刺堤附近减少了流速。在深度和体积中,局部冲刷也减少。随着桩密度的减少,流动模式变得更加类似于传统的情况,局部冲刷深度和施工堤坝侵蚀的侵蚀增加。在培养基和下桩密度的情况下,观察到浇水堤坝沉积物沉积沉积物沉积。

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