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Construction method for constructing the surface layer of the slope, rainwater flow control method, and method for suppressing the outflow of rainwater to the downstream area

机译:边坡表层的施工方法,雨水流量控制方法及抑制雨水向下游流出的方法

摘要

PROBLEM TO BE SOLVED: To cause heavy rain, for example, when rainwater flows down a long slope of about 30 m to 60 m at a stretch, sediment outflow and surface collapse may occur, and rainwater exceeding the drainage capacity of the downstream area may flow down. There is. A surface layer structure 10 includes a first section member 100 and a first filling member 122. The first section member 100 is laid along the surface on the slope, and is divided into a plurality of areas (cells) 120 (first area). The first compartment member 100 has an opening. The first filling material 122 is filled in each of the plurality of regions (cells) 120. The slope surface layer is formed by at least one of changing the aperture ratio of the first section member 100 in various ways and adjusting the particle size and particle size of the first filling material 122 to change the clearance ratio and the water permeability. Adjust at least one of the flow velocity and flow rate of the flowing rainwater to suppress the outflow of rainwater that has fallen on the slope. [Selection diagram] Fig. 1
机译:解决的问题:例如,当雨水沿一段约30 m至60 m的长坡流向下流动时,可能引起大雨,可能发生泥沙流出和地表塌陷,并且雨水可能超过下游地区的排水能力流了下来。有。表面层结构10包括第一部分构件100和第一填充构件122。第一部分构件100沿着表面布置在斜坡上,并且被划分为多个区域(单元)120(第一区域)。第一隔室构件100具有开口。第一填充材料122填充在多个区域(单元)120的每一个中。倾斜表面层是通过以各种方式改变第一截面构件100的开口率以及调节粒径和颗粒中的至少一个而形成的。通过改变第一填充材料122的尺寸来改变间隙率和透水性。调节流动雨水的流速和流量中的至少一种,以抑制落在斜坡上的雨水的流出。 [选择图]图1

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