| contributor author | Zhou Beibei | |
| contributor author | Lv Jinbang | |
| contributor author | Wang Quanjiu | |
| date accessioned | 2017-05-08T22:11:58Z | |
| date available | 2017-05-08T22:11:58Z | |
| date copyright | November 2015 | |
| date issued | 2015 | |
| identifier other | 39741012.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73290 | |
| description abstract | Soil 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 ( | |
| publisher | American Society of Civil Engineers | |
| title | Chloride Transport in an Aggregated Clay Soil Column | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 11 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0001227 | |
| tree | Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 011 | |
| contenttype | Fulltext | |