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Soil seal development under simulated rainfall: Structural physical and hydrological dynamics

机译:模拟降雨条件下的土壤封闭发展:结构物理和水文动力学

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摘要

This study delivers new insights into rainfall-induced seal formation through a novel approach in the use of X-ray Computed Tomography (CT). Up to now seal and crust thickness have been directly quantified mainly through visual examination of sealed/crusted surfaces, and there has been no quantitative method to estimate this important property. X-ray CT images were quantitatively analysed to derive formal measures of seal and crust thickness. A factorial experiment was established in the laboratory using open-topped microcosms packed with soil. The factors investigated were soil type (three soils: silty clay loam – ZCL, sandy silt loam – SZL, sandy loam – SL) and rainfall duration (2–14 min). Surface seal formation was induced by applying artificial rainfall events, characterised by variable duration, but constant kinetic energy, intensity, and raindrop size distribution. Soil porosities derived from CT scans were used to quantify the thickness of the rainfall-induced surface seals and reveal temporal seal micro-morphological variations with increasing rainfall duration. In addition, the water repellency and infiltration dynamics of the developing seals were investigated by measuring water drop penetration time (WDPT) and unsaturated hydraulic conductivity (Kun). The range of seal thicknesses detected varied from 0.6 to 5.4 mm. Soil textural characteristics and OM content played a central role in the development of rainfall-induced seals, with coarser soil particles and lower OM content resulting in thicker seals. Two different trends in soil porosity vs. depth were identified: i) for SL soil porosity was lowest at the immediate soil surface, it then increased constantly with depth till the median porosity of undisturbed soil was equalled; ii) for ZCL and SL the highest reduction in porosity, as compared to the median porosity of undisturbed soil, was observed in a well-defined zone of maximum porosity reduction c. 0.24–0.48 mm below the soil surface. This contrasting behaviour was related to different dynamics and processes of seal formation which depended on the soil properties. The impact of rainfall-induced surface sealing on the hydrological behaviour of soil (as represented by WDTP and Kun) was rapid and substantial: an average 60% reduction in Kun occurred for all soils between 2 and 9 min rainfall, and water repellent surfaces were identified for SZL and ZCL. This highlights that the condition of the immediate surface of agricultural soils involving rainfall-induced structural seals has a strong impact in the overall ability of soil to function as water reservoir.
机译:这项研究通过使用X射线计算机断层扫描(CT)的新颖方法,为降雨引起的海豹形成提供了新的见解。迄今为止,主要通过目视检查密封/结壳表面直接对密封和结壳厚度进行了量化,并且还没有定量方法来评估这一重要性能。对X射线CT图像进行定量分析,以得出密封和结壳厚度的形式度量。在实验室中,使用装满土壤的敞开式微观世界进行了析因实验。调查的因素是土壤类型(三种土壤:粉质粘土壤土– ZCL,沙质粉壤土– SZL,沙质壤土– SL)和降雨持续时间(2-14分钟)。表面密封形成是通过施加人工降雨事件引起的,其特征是持续时间可变,但动能,强度和雨滴大小分布恒定。 CT扫描得出的土壤孔隙度用于量化降雨诱发的表面海豹的厚度,并揭示随降雨持续时间增加的时间海豹微形态变化。此外,通过测量水滴的渗透时间(WDPT)和不饱和水力传导率(Kun),研究了显影密封件的防水性和渗透动力学。检测到的密封厚度范围从0.6到5.4mm。土壤质地特征和OM含量在降雨引起的海豹的形成中起着核心作用,土壤颗粒越粗和OM含量越低,海豹越厚。确定了土壤孔隙度随深度变化的两种不同趋势:i)SL土壤孔隙度在土壤表层最低,然后随深度不断增加,直到未扰动土壤的中位孔隙度相等; ii)对于ZCL和SL,在明确定义的最大孔隙度降低区域c中,与未扰动土壤的中位孔隙度相比,孔隙率降低最高。在土壤表面以下0.24–0.48mm。这种相反的行为与取决于土壤性质的不同动力学和密封形成过程有关。降雨引起的表面密封对土壤水文行为的影响迅速而显着(以WDTP和Kun为代表):降雨在2至9分钟之间的所有土壤的Kun均值平均降低了60%,疏水表面为SZL和ZCL确定。这突出表明,涉及降雨引起的结构封闭的农业土壤直接表面的状况对土壤作为水库的总体能力有很大影响。

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