Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/105896
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Yu, J | - |
dc.creator | Zhou, C | - |
dc.date.accessioned | 2024-04-23T04:32:10Z | - |
dc.date.available | 2024-04-23T04:32:10Z | - |
dc.identifier.uri | http://hdl.handle.net/10397/105896 | - |
dc.description | 8th International Conference on Unsaturated Soils (UNSAT 2023), Milos, Greece, May 2-5, 2023 | en_US |
dc.language.iso | en | en_US |
dc.publisher | EDP Sciences | en_US |
dc.rights | © The Authors, published by EDP Sciences. This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/). | en_US |
dc.rights | The following publication Yu, J., & Zhou, C. (2023). Numerical investigation on three-phase flow in unsaturated soil considering porosity effects on soil hydraulic properties. E3S Web of Conf., 382, 20006 is available at https://doi.org/10.1051/e3sconf/202338220006. | en_US |
dc.title | Numerical investigation on three-phase flow in unsaturated soil considering porosity effects on soil hydraulic properties | en_US |
dc.type | Conference Paper | en_US |
dc.identifier.volume | 382 | - |
dc.identifier.doi | 10.1051/e3sconf/202338220006 | - |
dcterms.abstract | Ground contamination by mineral oil and hydrocarbons is a serious problem worldwide. These non-aqueous phase liquid (NAPL) represents long-term contamination sources to the soil, groundwater, and ecological environment. In the existing numerical simulation models utilized in most simulation programs, the relation between porosity and the hydraulic properties of unsaturated soils is highly simplified as nonlinear. However, the nonlinear porosity effect on soil permeability and the capillary pressures cannot be well considered in this way. In this study, a new mathematical model has been developed to incorporate porosity effects into the hydraulic properties of soils, including the retention behaviour and permeability function of NAPL and water. This model has been implemented in MATLAB using the finite difference method and verified by a centrifuge test about NAPL infiltration. Then, a series of parametric studies will be carried out to investigate the multi-phase flow under a continuously leaking NAPL source. The influence of porosity magnitude and distribution will be investigated. Special attention will be paid to the influence of porosity distribution by soil consolidation on NAPL flow, which is often ignored by the existing simulations using constant porosity values. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | E3S Web of conferencesk, 2023, v. 382, 20006 | - |
dcterms.isPartOf | E3S Web of conferences | - |
dcterms.issued | 2023 | - |
dc.identifier.scopus | 2-s2.0-85159258858 | - |
dc.relation.conference | International Conference on Unsaturated Soils [UNSAT] | - |
dc.identifier.eissn | 2267-1242 | - |
dc.identifier.artn | 20006 | - |
dc.description.validate | 202404 bcch | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
dc.description.fundingSource | RGC | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Conference Paper |
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File | Description | Size | Format | |
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e3sconf_unsat2023_20006.pdf | 3.39 MB | Adobe PDF | View/Open |
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