首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Soil surface densification under simulated high intensity rainfall
Institution:1. Faculty of Agriculture Soil and Water Science Dept. Univ. of Alexandria El-Chatby Alexandria Egypt;2. Dept. of Land, Air and Water Resources Univ. of California Davis, CA 95616 U.S.A.;1. Department of Chemistry, Lishui University, Lishui 323000, PR China;2. School of Chemical Science and Engineering, Tongji University, Shanghai 200092, PR China;1. Photosynthesis and Stress Physiology of Plants, Heinrich-Heine-University, Universitätsstr. 1, 40225, Düsseldorf, Germany;2. Förderverein Feldberg-Uckermärkische-Seenlandschaft e.V., Am Markt 19, 17268, Templin, Germany;1. School of Environmental and Chemical Engineering, Shanghai University, Shanghai 200444, PR China;2. Shanghai Key Laboratory of Bio-Energy Crops, Shanghai University, Shanghai 200444, PR China;1. Department of Mechanical and Industrial Engineering, Indian Institute of Technology Roorkee, Uttarakhand, India;2. Institute of Structural Mechanics, Bauhaus-Universitét Weimar, Germany
Abstract:The formation of surface crusts in agricultural soils has adverse effects on seedling emergence and infiltration and causes excessive water loss by runoff. Changes in soil surface characteristics of Zamora soil were examined under high intensity (76.2 mm/hr) simulated rainstorms A hard, dense, several-cm-thick, consolidated layer developed on the soil surface upon drying. The thickness and bulk density of this layer were strongly related to rainfall duration. A strong exponential function was found between the thickness of the consolidated layer and the soil wetted depth. Soil surface strength was strongly correlated with rainfall duration and with the initial bulk density of the soil despite the marked change in the density of the consolidated layer. The largest changes in both strength and bulk density occurred within the first 10 min of the rainstorm. Mechanisms known to be responsible for crusting appear to partly hold for the densification process, but they do not adequately explain the deeper consolidation. Particle reorganization and close-packing associated with settling under saturated or near-saturated conditions appear to provide more logical mechanisms. The relative change in bulk density was inversely correlated with the initial soil bulk density. Measurements of soil strength with a small penetrometer probe indicated an agreement between surface strength and the cohesion of the consolidated layer as determined by a triaxial shear test. Temperature of drying had slight, but mostly inconsistent effects on the strength and density of the consolidated layer. Soil densification was also found to markedly decrease the infiltration rate. The physical properties of both the consolidated layer and the subsoil, however, appeared to control the infiltration process.
Keywords:
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号