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piled dike中文是什么意思

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用"piled dike"造句"piled dike"怎么读"piled dike" in a sentence

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  • 桩式堤

例句与用法

  • Scouring depth before the permeable pile dike reaches 20 m and the value increase with the upstream angle and flow rate of the coming flow
    桩前冲坑最大深度可接近20m ,入流角和流量越大,冲坑越深。
  • Three kinds of permeable pile dikes with different seepage rate are tested , and effect of flow control is basically the same with the spur dike ,
    试验的三种透水率桩坝,其导流效果与实体丁坝群的基本相同,并未因部分透水及形态不同而使其控导作用明显减弱。
  • To improve the river reconstruction technique , it is necessary to investigate mechanism and effect of flow control and aggradation for permeable pile dike
    为了探索透水桩坝在黄河治理中的应用前景和应用技术,进一步研究和探讨该工程的透水落淤机理和导流效果,为防洪治河提供理论依据。
  • For different upstream conditions , thickness of sediment in the permeable pile dike region may reach 0 . 67 m , and largest thickness is nearly 1 . 9 m , and largest width reaches 1 km
    不同入流条件下的主过流区坝段的滩面淤积体厚度可达到0 . 67m以上,最大厚度可接近1 . 9m ,淤积体最大宽度可达1km 。
  • In 1960s , it was tested to build permeable pile dike at some places along the lower yellow river . however , some stakes were destroyed by flood due to technique limit then , and efficiency was decreased
    在二十世纪六七十年代,透水桩坝工程曾在黄河下游的局部河段做过尝试性实践,由于技术问题,在洪水作用下,不同程度地出现倒桩和断桩现象,其作用和效果受到一定影响。
  • Permeable pile dike is an important method for stream control in river restoration or construction , and is of some marked advantages including deep groundwork , large strength , simple construction , little emergency , easy maintenance , effective control on the flow trend and increasing the sedimentation
    透水桩坝是河道整治工程中的一种,由于其根基深,强度大,施工程序简便,具有少抢险,易护理,同时具有控导河势和在滩地缓流落淤等功效。
  • Efficiency of permeable pile dike is closely related to water - sand ratio in upstream flow , direction of the coming flow and seepage rate . this paper investigates mechanism and effect of flow control and aggradation using hydraulic modeling and theoretical analysis . it is shown that suitable seepage rate can help aggradation and suitable coming flow direction can help to govern the flow trend
    研究结果显示,来流和来沙一定的条件下,透水率在适当的范围内有利于坝后缓流落淤,入流角在一定范围内对控导河势有明显作用,不同方案组合所对应的缓流落淤效果和控导河势作用具有一定的差异性。
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