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One-dimensional Soil Water Movement under NegativeSupply Water Pressures

机译:负供水压力下的一维土壤水分运动

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Supply water pressure was maintained at different negative values andvertical infiltration, capillary rise, and horizontal infiltration processes were observed.With decreasing supply water pressures, relative differences of vertical infiltration,capillary rise, and horizontal infiltration processes in infiltration rates and wetting frontmovement decreased. The wetted thickness at which infiltration rate is equal topotential evapo-transpiration rate is defined as critical wetted thickness, and criticalwetted thickness at different negative hydraulic heads were obtained for the studiedloamy soil by setting potential evapo-transporation rate at 5mm/d. Linear relationshipsbetween wetted thickness and cumulative infiltration for vertical infiltration, capillaryrise, and horizontal infiltration were validated. The slope of wettedthickness-cumulative infiltration, I.e., mean percentage of wetted soil volume occupiedby infiltrated moisture, was defined as wetting coefficient, and the relationshipsbetween wetting coefficient and supply hydraulic head were provided for the studiedloamy soil. A model describing soil moisture profile for vertical infiltration, capillary rise,and horizontal infiltration under negative supply water pressures was provided. Thereliance of wetting front water content on supply hydraulic head was alsodemonstrated.
机译:供水压力维持在不同的负值,并且 观察到垂直渗透,毛细上升和水平渗透过程。 随着供水压力的降低,垂直渗透的相对差异, 毛细上升,水平渗透过程的渗透率和润湿锋面 运动减少。浸润厚度等于 潜在的蒸发蒸腾速率定义为临界润湿厚度,以及临界 研究中获得了不同负压头的润湿厚度 通过将潜在的蒸散速率设置为5mm / d来形成壤土。线性关系 在湿润厚度和累积入渗之间,用于垂直入渗,毛细作用 上升,并且水平渗透被验证。湿润的坡度 厚度-累积入渗量,即所占的湿润土壤体积的平均百分比 由渗透的水分定义为润湿系数,以及它们之间的关系 为研究提供了润湿系数和供应液压头之间的关系 壤土。用于描述土壤水分剖面的模型,用于垂直渗透,毛细上升, 并在负供水压力下进行水平渗透。这 润湿前水含量对供水液压头的依赖也 演示。

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