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hydraulic permeability meaning in Chinese

渗透性能
水力渗透性
水压渗透性
透水性
液体渗透性

Examples

  1. The hydraulic fracturing technology has been developed into a reliable and practical method to determine the in - situ stress slate of underground caverns , self - bearing capability of wall rock of high - pressure cavern and the high - pressure hydraulic permeability of rock mass , which has been widely used in the disposal of nuclear waste , the long and deeply - buried communication tunnels and the high - pressure caverns of hydraulic power plant
    摘要水压致裂技术现已发展成为确定地下洞室二维原地应力状态、高压洞室围岩的自身承载能力以及岩体高压透水性的可靠实用方法,并已经在核废料处置、长大深埋交通隧道以及水电站高压力洞室工程中得到广泛应用。
  2. In addition , this paper carry out successfully the support design practice in the preceding excavation of 4km long exploratory tunnel . according to the thesis research results , the following conclusion can be drawn . if the grouting rock can possess sound anti - seepage capability and the liner structure can hold higher hydraulic permeability relatively , and if the adjoining rock can be made as primary load - bearing structure by construction measure , the stability of country rock and the safety of liner structure will be guaranteed
    计算结果表明,如果能使锦屏工程引水隧洞灌浆圈围岩具有较好的防渗性能,将高外水压力控制在灌浆圈以外,再配合透水性相对较好的支护结构以及排水措施,使灌浆圈围岩成为主要承载结构,并使衬砌结构和灌浆圈共同承载,是可以保证围岩的稳定和支护结构安全的。
  3. The condition of water pressure acting on the both sides of cement - soil retaining wall is researched by computing the seepage field around the wall . it is illustrated that the coefficient of water pressure , which isn ' t constant along the height , is affected seriously by some factors , e . g . , the distribution and relative hydraulic permeability of the soil beside the wall , the hydraulic permeability of its foundation , and the buried depth of the impervious layer . as a whole , the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non - excavated zone . moreover , the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1 . 176 . this case is of great advantage to the stability of the wall
    通过计算水泥土挡土墙周围的渗流场,研究了墙侧水压力的变化规律.结果表明:水压力系数沿高程并非常数,且受到墙侧土层分布及其相对透水性、墙基土的透水性和下卧不透水层埋深等因素的严重影响.总体来说,考虑渗流时墙后的侧压力总小于不考虑渗流时的相应值,且当墙前的被动土压力系数较小时,考虑渗流时该侧的侧压力则大于不考虑渗流时的相应值,因此,这种情况有利于挡土墙的稳定

Related Words

  1. cake permeability
  2. specific permeability
  3. tensor permeability
  4. remanence permeability
  5. cyclic permeability
  6. base permeability
  7. oil permeability
  8. permeability trap
  9. original permeability
  10. permeability loss
  11. hydraulic perforation
  12. hydraulic performance calculation
  13. hydraulic permeability tester
  14. hydraulic picking motion
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