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seepage     
相关语句
  渗流
     A Study on Interaction between Seepage Flow and Unloading Mechanics and Drainage of Fractured Rock Masses
     裂隙岩体渗流与卸荷力学相互作用及裂隙排水研究
短句来源
     The Theory and Application Research of Fluid-solid Coupling Seepage Flow in Low Permeability Reservoir
     低渗透储层流固耦合渗流理论及应用研究
短句来源
     Study on the Application of Irreversible Thermodynamics in the Problems of Porous Media Seepage
     不可逆热力学理论在多孔介质渗流问题中的应用研究
短句来源
     Study on Key Techniques in Numerical Computation of Unsteady Saturated-Unsaturated Seepage Field and Its Application
     非稳定饱和—非饱和渗流场数值计算关键技术及其应用研究
短句来源
     Study of the Forecast Model Based on Fuzzy Seepage Theory and Resembling Simulation about the Position of Spontaneous Combustion in Mining Field
     基于模糊渗流理论的采场自然发火位置预测模型及其相似模拟研究
短句来源
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  渗漏
     the seepage with lateral one is decreased from 22.08m~3/d to 13.20m~3/d.
     有侧渗试验的渗漏量从试验开始的22.08m3/d下降到结束的13.20m3/d。
短句来源
     The river seepage is 2.05m ̄3/s.
     河流渗漏量为2.05m ̄3/s;
短句来源
     Shenyang groundwater is accepted mainly atmospheric precipitation penetrate and river seepage supply, the annual average groundwater supply is 23.68×108m3/a, the exploitable capacity of groundwater resource is 19.34×108m3/a.
     沈阳市地下水主要接受大气降水入渗和河流渗漏补给,地下水多年平均补给量23.68×108m3/a,可开采量19.34×108m3/a。
短句来源
     Seepage treatment in the gallery at the El.888.8m in Wanjiazhai dam
     万家寨大坝888.8m高程廊道的渗漏处理
短句来源
     and the rate of transpiration evaporation and seepage was 60.1%,16.4%,23.5%,respectively;
     水稻叶面蒸腾量、棵间蒸发量与田间渗漏量占总耗水量的百分比分别为60.1%、16.4%和23.5%;
短句来源
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  渗透
     the seepage modulus is between 8.59×10~-6~1.81×10~-7 cm/s;
     固化黄土的渗透系数在8.59×10-6~1.81×10-7cm/s之间。
短句来源
     After the treatment,the NO_3~-,COD,BOD,TOC of water is removed dramatically along with the decrease of Na~+,Cl~- and increase of Ca~(2+),Mg~(2+),HCO_3~- in seepage water.
     渗透水中NO3-,COD,BOD,TOC去除率达75%以上。 渗透水常量化学组分Na+,Cl-浓度明显降低,Ca2+,Mg2+,HCO3有少量增加。
短句来源
     Seepage and stress of surrounding soil are simulated to predict deformation with the fully coupling model with and without considering coupling response of permeability coefficient,respectively.
     分别运用不考虑渗透系数耦合响应的完全耦合模型和考虑渗透系数耦合响应的完全耦合模型,对深基坑降排水及开挖过程中的围护及外围土体渗流场与应力场进行模拟,预测土体变形。
短句来源
     The test results show that with the change of the sample's density the seepage coefficient is able to vary from 10~(-3) cm/s to 10~(-7) cm/s.
     试验结果表明,垃圾土的渗透系数随密度的不同,可以在(10-3~10-7)cm/s之间变动。
短句来源
     The calculation results with considering coupling effect of stress and seepage show that the coefficient of soil permeability reduces by 10% on an average,the value of max vertical displacement increases from 0.356m to 0.41m and that the value of max principal stress σ_1 and max principal stress σ_3 increase by 3.5% and 2.5% respectively.
     计算分析表明,考虑耦合作用之后,土体渗透系数平均降低10%左右; 位移和应力都有不同程度的提高,其中最大竖向位移由0.356 m增加到0.41 m,最大第1主应力σ1和最大第3主应力σ3分别增加了3.5%和2.5%。
短句来源
更多       
  
     the seepage with lateral one is decreased from 22.08m~3/d to 13.20m~3/d.
     有侧试验的漏量从试验开始的22.08m3/d下降到结束的13.20m3/d。
短句来源
     Seepage control in waterproofing concrete construction
     混凝土结构防水混凝土施工的抗控制
短句来源
     The cement grouting has notable results that the quantity of seepage was reduced by 85 - 90 percent and the uplift reduced from 0.3 - 0.4Mpa to 0.15Mpa.
     运用结果表明,坝基流量减少85-90%,扬压力由0.3~0.4MPa减少到0.15MPa,灌浆效果显著。
短句来源
     Study on Seepage Theory and Control Method of RCCD
     碾压混凝土坝流理论与控方法研究
短句来源
     In order to explore the method of determining the parameters of two-dimen-sional dispersion,the laboratory test has been done in a large seepage trough(340cm×90cm×60cm)with sand-cobble stone as porous media and sodium chloride as tracer.
     为探索二维弥散参数的确定方法,本研究利用较大规格的流槽(340cm×90cm×60cm),以砂卵石为孔隙介质,NaCl 为示踪剂,在室内进行了二维弥散试验.
短句来源
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  seepage
Plentiful seepage phenomena were observed in the microcosmic experiments.
      
Coulomb-type solutions for passive earth pressure with steady seepage
      
Present paper deals with the computing of passive earth pressure acting on the vertical rigid retaining wall supporting the soil mass subjected to water seepage.
      
The complicated process of pollutant spread was modeled as an aggregate of four simpler models such as overland water flow, influent seepage, pollutants transport with surface runoff, and pollutant deposition (accumulation) on the land surface.
      
Shape of the fresh-water lens resulting from canal seepage
      
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