SIMULATING UNSATURATED FLOW AND TRANSPORT IN A MACROPOROUS SOIL TO TILE DRAINS SUBJECT TO AN ENTRANCE HEAD: MODEL DEVELOPMENT AND PRELIMINARY EVALUATION
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dc.contributor.author | Kohler A. | |
dc.contributor.author | Abbaspour K.C. | |
dc.contributor.author | Fritsch M. | |
dc.contributor.author | van Genuchten M.T. | |
dc.contributor.author | Schulin R. | |
dc.date.accessioned | 2021-03-16T01:02:51Z | |
dc.date.available | 2021-03-16T01:02:51Z | |
dc.date.issued | 2001 | |
dc.identifier | https://www.elibrary.ru/item.asp?id=823178 | |
dc.identifier.citation | Journal of Hydrology, 2001, 254, 1-4, 67-81 | |
dc.identifier.issn | 0022-1694 | |
dc.identifier.uri | https://repository.geologyscience.ru/handle/123456789/26752 | |
dc.description.abstract | Accurate prediction of water flow and chemical transport in agricultural soil profiles requires the use of a simulation model that considers the most important physical, hydrological and chemical processes. Two important flow-related processes in tile-drained field systems are macropore flow and water discharge from the tile drains. To better account for these two processes, we extended an existing two-dimensional model (SWMS_2D) by adding a macropore flow component as well as a Hooghoudt type boundary condition that considers the presence of an entrance head at the tile drain. The macropore component is necessary to account for water and solutes short-circuiting the soil matrix, while the drainage entrance head is needed to account for the contraction of streamlines around the drains, a feature that causes delayed discharge. The applicability of the new model to a landfill problem was examined. The simulation results, which included water flow and solute transport, compared well with other models. | |
dc.subject | UNSATURATED SOIL | |
dc.subject | PREFERENTIAL FLOW AND TRANSPORT | |
dc.subject | MACROPOROUS SOIL | |
dc.subject | TILE DRAIN | |
dc.subject | ENTRANCE HEAD | |
dc.subject | MODELING | |
dc.title | SIMULATING UNSATURATED FLOW AND TRANSPORT IN A MACROPOROUS SOIL TO TILE DRAINS SUBJECT TO AN ENTRANCE HEAD: MODEL DEVELOPMENT AND PRELIMINARY EVALUATION | |
dc.type | Статья |
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