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渗漏水的英文

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"渗漏水"怎么读用"渗漏水"造句

英文翻译手机手机版

  • leak water
  • leakage water
  • percolating water
  • percolation water

例句与用法

  • The application of grouting leakage - proof technique in leakage and seepage treatment for tunnel
    注浆堵漏法整治地道渗漏水
  • Prevention and cure methods of the underground building concrete construction seeps into the aqueous
    地下建筑混凝土结构渗漏水的防治方法
  • Water - proofing of buildings - part 6 : water - proofing against outside pressing water and accumulating seepage water ; design and execution
    建筑物的防水层.第6部分:防外挤压水和累积渗漏水的防
  • How to choose the suitable method to resolve the leakage of water in underground concrete structure is a very difficult problem to every civil engineer , for the cracks and leakage of water in underground concrete structure is hard to be avoided
    摘要地下工程混凝土结构裂缝及渗漏水是难以避免的质量通病,如何选择合适的处理渗漏水方法是每个土木工程师都需面临的难题。
  • The dynamic change of nh4 + , no3 - and tn , under the situation which urea was applied in the high fertility paddy - field in yuhang of hangzhou city with a lysimeter which was designed and made by ourselves , was studied and analyzed in order to find the rules of the change in the water - body of surface and the leakage rule of nitrogen , to reduce the effect of nitrogen loss on the water pollution
    借助自行设计制作的稻田渗漏计,在杭州余杭对高肥力稻田不同施用尿素氮肥情况下,稻田地表水和渗漏水中铵态氮、硝态氮和总氮(简称三氮)的动态变化规律进行了研究分析,以利于发现氮素在地表水体变化和淋失规律,尽量减少氮素淋失对地下水体所造成的影响。
  • In view of the natural conditions in loess area of gansu , in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels , and by engineering analogism , the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage , and the three methods for checking and subdividing water gushing types are presented
    摘要针对甘肃黄土区的自然条件,依据该地区已建黄土及软岩公路隧道渗漏水调查情况和铁路随道涌水状态分类,运用工程类比法提出适合该地区公路隧道防排水结构设计的隧道涌水类型划分及对涌水类型校核与细分的三种方法。
  • The phenomena can be observed in the tests low seepage pressures can easily form passageways behind the waterproof layer if there is no drainage layer or the drainage layer is blocked in the single - shell test slab ; the waterproof layer can resist higher seepage pressure if there is no drainage layer or the drainage layer is blocked in the double - shell test slab ; the seepage water can be controlled and drained away in the drainage layer by the water proof layer only if there is unblocked drainage layer behind it in the double - shell test slab
    由试验可见,在单层试验板中没有排水层或排水层不通畅时,较低的水压就能在防水膜后形成渗流通路;在双层试验板中没有排水层或排水层不通畅时,防水膜能抵抗一定程度的渗漏水压;只有在双层试验板中的排水层畅通时,防水膜才能有效地将渗漏水控制在排水层中排走。
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