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Article: Air and water flows in a vertical sand column
Title | Air and water flows in a vertical sand column | ||||
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Authors | |||||
Keywords | Air-water two-phase flow Vadose zone Drainage process Hydraulic properties Hydrostatic equilibrium | ||||
Issue Date | 2011 | ||||
Publisher | American Geophysical Union. | ||||
Citation | Water Resources Research, 2011, v. 47 n. 4 How to Cite? | ||||
Abstract | The unsteady state drainage of water from a vertical sand column with and without a finer layer on the top was studied theoretically and experimentally to investigate the airflow generated by the finer layer. The sand column, saturated at its lower portion and initially in the condition of hydrostatic equilibrium, is drained at its bottom at constant head. The results show that significant vacuum can be generated in the vadose zone of the column with a finer layer on the top. The vacuum increases quickly in the earlier stage of the drainage, reaches a maximum, and gradually becomes zero. Because of the effect of the vacuum in the vadose zone, water is held in and the cumulative outflow from the column with the finer layer is much smaller than without the layer during most of the drainage process. Ordinary differential equations (ODE), which require only saturated hydraulic properties of the porous media, are derived to predict the location of the surface of saturation and vacuum in the vadose zone in air-water two-phase flow. The solutions of ODE match very satisfactorily with the experimental data and give better results than TOUGH2. Copyright 2011 by the American Geophysical Union. | ||||
Persistent Identifier | http://hdl.handle.net/10722/139153 | ||||
ISSN | 2023 Impact Factor: 4.6 2023 SCImago Journal Rankings: 1.574 | ||||
ISI Accession Number ID |
Funding Information: The authors thank Zhenlei Yang for providing the atmospheric pressure observation data. We also thank the anonymous reviewers for their very helpful comments. The study was partially supported by the Research Grants Council of the Hong Kong Special Administrative Region, China (HKU 701908P). TOUGH2 was run via the interface of PetraSim. | ||||
References | |||||
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DC Field | Value | Language |
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dc.contributor.author | Kuang, X | en_HK |
dc.contributor.author | Jiao, JJ | en_HK |
dc.contributor.author | Wan, L | en_HK |
dc.contributor.author | Wang, X | en_HK |
dc.contributor.author | Mao, D | en_HK |
dc.date.accessioned | 2011-09-23T05:46:05Z | - |
dc.date.available | 2011-09-23T05:46:05Z | - |
dc.date.issued | 2011 | en_HK |
dc.identifier.citation | Water Resources Research, 2011, v. 47 n. 4 | en_HK |
dc.identifier.issn | 0043-1397 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/139153 | - |
dc.description.abstract | The unsteady state drainage of water from a vertical sand column with and without a finer layer on the top was studied theoretically and experimentally to investigate the airflow generated by the finer layer. The sand column, saturated at its lower portion and initially in the condition of hydrostatic equilibrium, is drained at its bottom at constant head. The results show that significant vacuum can be generated in the vadose zone of the column with a finer layer on the top. The vacuum increases quickly in the earlier stage of the drainage, reaches a maximum, and gradually becomes zero. Because of the effect of the vacuum in the vadose zone, water is held in and the cumulative outflow from the column with the finer layer is much smaller than without the layer during most of the drainage process. Ordinary differential equations (ODE), which require only saturated hydraulic properties of the porous media, are derived to predict the location of the surface of saturation and vacuum in the vadose zone in air-water two-phase flow. The solutions of ODE match very satisfactorily with the experimental data and give better results than TOUGH2. Copyright 2011 by the American Geophysical Union. | en_HK |
dc.language | eng | en_US |
dc.publisher | American Geophysical Union. | - |
dc.relation.ispartof | Water Resources Research | en_HK |
dc.rights | Water Resources Research. Copyright © American Geophysical Union. | - |
dc.subject | Air-water two-phase flow | - |
dc.subject | Vadose zone | - |
dc.subject | Drainage process | - |
dc.subject | Hydraulic properties | - |
dc.subject | Hydrostatic equilibrium | - |
dc.title | Air and water flows in a vertical sand column | en_HK |
dc.type | Article | en_HK |
dc.identifier.email | Jiao, JJ:jjiao@hku.hk | en_HK |
dc.identifier.authority | Jiao, JJ=rp00712 | en_HK |
dc.description.nature | published_or_final_version | - |
dc.identifier.doi | 10.1029/2009WR009030 | en_HK |
dc.identifier.scopus | eid_2-s2.0-79955066794 | en_HK |
dc.identifier.hkuros | 192960 | en_US |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-79955066794&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 47 | en_HK |
dc.identifier.issue | 4 | en_HK |
dc.identifier.eissn | 1944-7973 | - |
dc.identifier.isi | WOS:000289651100001 | - |
dc.publisher.place | United States | en_HK |
dc.relation.project | Subsurface airflow induced by pumping tests | - |
dc.identifier.scopusauthorid | Kuang, X=36514932200 | en_HK |
dc.identifier.issnl | 0043-1397 | - |