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Experimental Study on the Flow Mitigation Characteristic of Sub-water Permeable spur dike

机译:潜水渗透堤防流动减缓特性的实验研究

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Methodology to evaluate the permeability characteristic of porous spur dike based on the fundamental theory of permeability is established. The series of flume tests were carried out and the permeability characteristic of porous spur dike was studied through testing of the proposed generalized model. Results indicate that for the porous spur dike with lower capacity of permeability, the generated resisting force when water goes through the spur dike can be divided into the drag force and the permeability force. Given the specific hydraulic condition and pattern of spur dike, the permeability force cannot be ignored, thus the porous spur dike with some permeable capacity can more effectively block the water in-flow compared with solid revetments.
机译:建立了基于基本渗透性理论的基于基本理论评价多孔浇口堤的渗透性的方法。进行了一系列的水槽试验,通过测试推广的广义模型研究了多孔浇口堤的渗透性特性。结果表明,对于具有较低容量渗透性的多孔浇口堤,当水通过喷射堤时产生的抗力可以分为拖曳力和渗透力。鉴于特定的液压条件和浇口模式,不能忽略渗透力,因此与固体护套相比,具有一些可渗透能力的多孔浇口堤,可以更有效地阻断水流量。

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