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首页> 外文期刊>Archives of Agronomy and Soil Science >Prediction of hydraulic conductivity and sorptivity in soils at steady-state infiltration
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Prediction of hydraulic conductivity and sorptivity in soils at steady-state infiltration

机译:稳态入渗条件下土壤导水率和吸水率的预测

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摘要

The purpose of this study was (1) to find a matching factor (u) between infiltration rate and hydraulic conductivity during steady-state infiltration, and (2) to propose equations based on infiltration and soil moisture-retention functions for prediction of the hydraulic conductivity K(θ) within the rapidly (non-capillary) drainable pores (RDP) and capillary-matrix pores of soils. The K(θ) of capillary pores was divided into K(θ)SDP, K(θ)WHP and K(θ)FCP within slowly drainable pores (SDP), water-holding pores (WHP) and fine capillary pores (FCP), respectively. Five soil profiles of calcareous sandy loam, alluvial saline and non-saline clay, located at the Nile Delta, were used to apply the proposed equations. The highest and the lowest values of K(θ)RDP were observed in calcareous and saline clay soil profiles, respectively. Values of K(θ)RDP remained higher than those for capillary pores in the studied soils. The predicted values of K(θ) in capillary and non-capillary pores classes were in the expected range for unsaturated hydraulic conductivity. Water sorptivity (S) was determined at initial unsaturated soil water conditions and calculated at steady-state infiltration (S w) using a derived equation. There was a decrease in S with an increase in soil water content; i.e. at steady-state infiltration, S decreased by 35-40% in calcareous soils and by 45-60% in alluvial clay soils. The parameter values of u and S w tended to be uniform in calcareous soils, but nonuniform in saline and non-saline clay soils.View full textDownload full textKeywordsinfiltration functions, matching factor, water conductivity, water sorptivity, soil capillary pores, non-capillary poresRelated var addthis_config = { ui_cobrand: "Taylor & Francis Online", services_compact: "citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,more", pubid: "ra-4dff56cd6bb1830b" }; Add to shortlist Link Permalink http://dx.doi.org/10.1080/03650340.2011.572877
机译:这项研究的目的是(1)在稳态渗透过程中找到渗透率与水力传导率之间的匹配因子(u),以及(2)提出基于渗透率和土壤水分保持函数的方程来预测水力在土壤的快速(非毛细管)可排水孔(RDP)和毛细管基质孔内的电导率K(α)。毛细孔的K(α)分为K(α) SDP ,K(α) WHP 和K(α) FCP <分别位于缓慢排水的孔(SDP),保水孔(WHP)和细的毛细管孔(FCP)中。尼罗河三角洲的石灰质砂壤土,冲积盐和非盐黏土的五个土壤剖面被用于应用该方程。分别在石灰质和盐质粘土土壤剖面中观察到了K(γ) RDP 的最高和最低值。 K(α) RDP 的值仍然高于研究土壤中毛细孔的值。毛细血管和非毛细孔类别中K(α)的预测值在不饱和水力传导率的预期范围内。在初始非饱和土壤水条件下测定吸水率(S),并使用推导方程在稳态入渗量(S w )下计算。随着土壤含水量的增加,硫含量降低。即在稳态渗透下,钙质土壤中的S降低了35-40%,冲积粘土中的S降低了45-60%。 u和S w 的参数值在钙质土壤中趋于一致,而在盐碱土和非盐渍性粘土中则不均匀。查看全文下载全文关键字渗透功能,匹配因子,水电导率,吸水率,土壤毛细孔,非毛细孔相关变量var addthis_config = {ui_cobrand:“泰勒和弗朗西斯在线”,servicescompact:“ citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,更多”,pubid: ra-4dff56cd6bb1830b“};添加到候选列表链接永久链接http://dx.doi.org/10.1080/03650340.2011.572877

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