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饱和渗透的英文

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"饱和渗透"怎么读用"饱和渗透"造句

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  • saturation

例句与用法

  • Comparing guelph permeameter with double - rings method in soil saturated hydraulic conductivity measurement
    圭夫仪与双套环测定土壤饱和渗透系数的试验比较
  • Measuring unsaturated hydraulic characteristic parameters , such as capillary soil water , saturated soil moisture , field moisture , saturated conductivity etc . , is not only expensive but also accuracy uncontrolled
    测量非饱和带水力特性参数:毛管上升水、饱和含水率、田间持水率、给水度、饱和渗透系数等,即费时、费力又难以保证试验精度。
  • Based on the current research studies and needs in engineering , presented and discussed the following four fundamental problems of unsaturated seepage were : numerical modeling theories , modeling of rainfall infiltration , initial water content and hydraulic conductivity and its effect on the numerical simulation
    摘要立足于非饱和渗流问题的研究现状和应用需求,对4个常见的非饱和渗流基本问题进行了论述:非饱和渗流及其数值模拟理论;非饱和降雨入渗及其模拟中的问题;初始水分量及其考虑;土的非饱和渗透特性以及对渗流计算结果的影响。
  • Study shows that great rainfall influences soil slope safety factor markedly , magnitude of rainfall intensity has a great influence on slope safety factor for steep slope under certain coefficient of saturated conductivity , the surface plant roots affect unsaturated zone seepage field distribution and postpone unsaturated zone moisture content ' s increase , so the soil slope safety factor is enhanced finally
    分析结果表明,在土体饱和渗透系数一定的条件下,强降雨对土坡稳定系数影响显著;土坡越陡,降雨强度大小对土坡安全性影响就俞显突出;土坡表层植物根系的存在影响非饱和区渗流场分布,可以延缓非饱和区含水量的增大,土坡稳定系数得到提高。
  • The soil - water characteristic curve , the coefficient of saturated hydraulic conductivity and the initial state of medium ; in the paper , the influence of rain infiltration on the slope stability is discussed , which is very helpful for forecasting slope stability in raining seasons and designing slopes in deep unsaturated zone
    )介质的本身性质,如土水特性曲线、饱和渗透系数、及介质的初始状态;通过本文的研究,初步分析探讨了降雨入渗对边坡稳定性的影响,为在雨季边坡失稳的预报和具有深厚非饱和区的边坡的设计提供了科学的依据,具有一定的工程意义。
  • ( 2 ) used the predecessors " research achievements for reference , an experimental provision by which relationship between capillaiy pressure and saturation and relationship between unsaturated permeability and capillary pressure of fracture can be determined simultaneously is developed for the first time . experiment of simplified fracture model on the provision is done
    借鉴前人的研究成果,基于动力法原理(即逐次建立水相和气相之间的稳定流动状态) ,首次研制出了一套可同时测定单裂隙毛细压力饱和度以及非饱和渗透系数毛细压力关系的实验装置。
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