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contributor authorZhou Beibei
contributor authorLv Jinbang
contributor authorWang Quanjiu
date accessioned2017-05-08T22:11:58Z
date available2017-05-08T22:11:58Z
date copyrightNovember 2015
date issued2015
identifier other39741012.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73290
description abstractSoil aggregates as the basic units of soil structure greatly affect soil properties and fertilizer. They have an important theoretical and practical significance in studying the change in solute transport with different aggregate-size soil on the Loess Plateau. Based on a soil column experiment in the laboratory, breakthrough curves (BTCs) of chloride displaced through columns of different aggregate sizes of a clay soil were measured under water-saturated steady-flow conditions. The data were fitted with a convection and dispersion equation (CDE), a mobile-immobile model, and a two-flow-region model. In the CDE, all soil water was assumed to be mobile with a physical equilibrium existing in the system. For the mobile-immobile model, soil water was partitioned into mobile and immobile regions and convective diffusive solute transport was limited to the mobile water region; however, chloride transfer between the two regions was assumed to occur at a rate proportional to the difference in tracer concentration between them. In the two-flow-region model, soil water was divided into two regions based on flow velocities, but neither region had a nonzero flow rate. All three models could fit the solute transport curves in columns packed with all aggregate sizes at a small pore water velocity (
publisherAmerican Society of Civil Engineers
titleChloride Transport in an Aggregated Clay Soil Column
typeJournal Paper
journal volume20
journal issue11
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001227
treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 011
contenttypeFulltext


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