稳态渗流的英文

• steady-state seepage

• "渗流"英文翻译    transfusion; interstifial fl ...
• "稳态渗毒" 英文翻译 :    steady state leaching
• "渗流" 英文翻译 :    transfusion; interstifial flow; influent; vadose
• "稳态" 英文翻译 :    homeostasis-the theme of physiology; stable state; stablestate; stationary state; stationsary state; steady state; steadystate; steady-state behavior
• "动态渗透压计" 英文翻译 :    dynamic osmometer
• "电渗流" 英文翻译 :    electroendosmotic flow; electroosmotic flow
• "渗流；渗透" 英文翻译 :    percolating
• "渗流槽" 英文翻译 :    seepage tank
• "渗流带" 英文翻译 :    vadose zone
• "渗流的" 英文翻译 :    vadose
• "渗流法" 英文翻译 :    percolation
• "渗流管" 英文翻译 :    seepage discharge; seepage pipe
• "渗流湖" 英文翻译 :    influent lake
• "渗流计" 英文翻译 :    seepage gage
• "渗流力" 英文翻译 :    hydraulic drag; seepage force
• "渗流量" 英文翻译 :    quantity of seepage; seepage quantity; vadose-water discharge
• "渗流面" 英文翻译 :    seepage face; seepage surface
• "渗流器" 英文翻译 :    percolator
• "渗流区" 英文翻译 :    seep zone; seepage zone
• "渗流泉" 英文翻译 :    filtration spring; seepage spring; spring seepage; vacuum spring; vadose spring; weeping spring
• "渗流色" 英文翻译 :    diffuse tint
• "渗流水" 英文翻译 :    kremastic water; percolation water; seep water; seep-off; seepage water; seeping water; vadose water; wandering water
• "渗流图" 英文翻译 :    flow net
• "渗流线" 英文翻译 :    line of percolation; path of percolation; percolation path; seepage line
• "渗流液" 英文翻译 :    percolating fluid

• Gas flow and heat transfer in a moving packed bed of particle
  多孔介质中高温气体非稳态渗流传热数值计算
• The pseudosteady state flow problem of coalbed gas in deformed media with double porosity
  变形双重介质煤层气拟稳态渗流问题
• Using the steady - state productivity equation , a conventional method , is difficult to theoretically deal with the randomly dispersed natural fractures
  用等值渗流阻力法解决了这个难题，建立了裂缝性低渗透油藏稳态渗流的理论模型。
• These equations were incorporated into a numerical procedure to discretize and solve the boundary value problem for hydraulic head and fluxes within fractured network
  编制了离散裂隙网络模型单相稳态渗流程序fracflow 。其次，发展了用离散网络方法确定裂隙岩体等效水力性质的方法。
• Second , the influence of angle was analyzed in the stresses analysis in the rock mass around the excavation . the stress field around pressure tunnels using the coupled seepage - stress model to evaluate , and the stability of the slope with impermeable surface is analyzed
  在渗流场和应力场耦合的基础上对倾斜地表下压力隧洞围岩应力场特性进行分析；并对稳态渗流场下围岩应力场以及上覆层稳定性进行详细分析。
• Numerical models were used to study how the infiltration into a slope varies with the rainfall intensity , rain fall duration , soil properties and how the infiltration influences the stability of a slope . a numerical program is coded to solve the transient seepage field by using the finite element and finite difference methods based on the saturated - unsatured soil seepage theory . a model for considering the variations of soil weight and shear strength is created / constructed and the corresponding program is coded
  本文针对受降雨影响显著的非饱和残积土土坡，运用饱和?非饱和土壤水分运动的理论和二维非稳态渗流有限元模型，模拟雨水入渗引起的暂态渗流场，将计算所得到的暂态孔隙水压力分布用于考虑了基质吸力影响的土坡稳定安全系数的计算当中，建立了考虑非饱和土土坡从雨水入渗到出现滑坡危险全过程的计算模型。
• To solve this problem , the model of steady state water line in rock crack during the rain is built in cha5 . the author applies correlative seepage theories on this model to found the calculate method . then the practicality formula of hydrostatic pressure in dangerous rock is supplied
  针对危岩静水压力计算严重偏于保守的情况，静水作用方面，本文通过建立降雨过程中的岩体裂隙积水稳态渗流模型，运用渗流的相关定理建立稳态水位的计算方法，进而提出静水压力的实用计算公式。
• Firstly in this part , computer simulation methodology based on the baecher model for generating network of discrete fractures was presented , which includes the follow details : probability distributions of fracture density , orientation , trace length , size , and aperture and estimation of their statistical parameters ; stochastic models of fracture network ; monte - carlo ' s simulation method ; numerical simulation procedure and technicality . then , boundary element method was used to calculate flow through the generated fractured network . assuming single fracture as a two - dimension inexpressible isotropic porous media , boundary element method equations for flow in single fracture and then in fracture network were derived using the weighted residual method
  给出了离散裂隙网络模型所依据的基本假定；发展了基于baecher模型的离散裂隙网络计算机随机生成技术：详细地推导了单裂隙渗流和多裂隙相交网络渗流的边界单元法公式，发展了离散裂隙网络中稳态渗流的边界元数值技术，并且讨论了相关的具体数值技术细节，如角点的处理方法，单元的自动剖分等：描述了混合边界元?管流模拟方法及其数值实现；研究了裂隙网络的简化方法，并针对裂隙网络边界元法的特点提出了一种改进的分块三角分解法。