因此，土壤入渗通用公式比较适合模拟该区的土壤入渗过程。
The result showed that the current formula of soil infiltration adapted to simulate soil infiltration process in this studied area.
因此，对浑水入渗滞留的研究有助于全面认识浑水的入渗过程。
Therefore study on the detention is helpful to understanding whole infiltration of muddy water.
结果表明，紫色土不同土地利用方式下降雨入渗过程差异显著。
The results showed that the rainfall infiltration features have significant difference among different land use types on purple soil.
供水入渗过程中，浓度锋运移距离和浓度最大值均随时间的延长而增大；
The concentration front transport distance of and the maximum value of concentration increased with increased time in the process of water supply.
在整个入渗过程中，土壤水分入渗性能随着开垦年限的延长呈下降趋势。
The permeability of soil showed downtrend along with the period of tillage prolonged during the whole infiltration process.
土壤入渗通用公式与实测曲线在入渗衰减阶段的入渗过程最为相似，拟合较好。
The current formula of soil infiltration was similar to infiltration process in the initial phrase and can simulate total infiltration process better.
在田间条件下，利用人工模拟降雨研究了坡度、降雨、耕作方式对紫色土坡耕地入渗过程的影响。
In field conditions, rainfall simulation experiments were conducted to study the influence of slope, rainfall and tillage on infiltration in sloping farmland of purple soil.
所建立的数学模型充分考虑了裂隙的渗透、变形与强度特性，可以模拟裂隙在水分入渗过程中逐渐愈合的过程。
In the numerical models, fissures characteristics of seepage, deformation and strength are overall considered, and then fissures healing process can be simulated.
土壤入渗过程的回归方程表现为乘幂函数形式，回归系数R在0.88 ~ 0.99之间，方程拟合效果较好。
Soil permeability coefficients regression equation performs exponent relation. Regression coefficients were between 0.88 to 0.99, and the equation analog effect was good.
利用常用的入渗模型和线性模型，将层状结构土壤的水分入渗过程进行分段表示，并分析得到了计算有关参数的方法。
Infiltration process of layered soils was expressed as different stages using common infiltration models and linear models, and the methods about how to obtain major parameters were also derived.
利用有限元方法对非饱和膨胀土边坡的降雨入渗过程进行了数值模拟研究，全面研究了膨胀土边坡中水气运移、强度与变形特征等。
The numerical models are applied to the analysis of water-air transmission, deformation and strength variation in an expansive soils slope during infiltration.
利用自制的入渗仪测定了土壤入渗过程中被禁锢的土壤空气压力大小及变化以研究禁锢土壤空气压力对非饱和土壤入渗水流的阻碍作用。
The magnitude and variation of air pressure entrapped in soil in the course of infiltration are measured by an installation developed by the author to investigate the resistance effect of air.
利用自制的入渗仪测定了土壤入渗过程中被禁锢的土壤空气压力大小及变化以研究禁锢土壤空气压力对非饱和土壤入渗水流的阻碍作用。
The magnitude and variation of air pressure entrapped in soil in the course of infiltration are measured by an installation developed by the author to investigate the resistance effect of air.
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