Impact of storage coefficient on numerical modelling of trench drainage
The present paper deals with the numerical modelling of trench drainage in variably saturated porous media. In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two differe...
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Veröffentlicht in: | Computers and geotechnics 2003-01, Vol.30 (8), p.683-693 |
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creator | Mavroulidou, Maria Gunn, M.J. Woods, R.I. |
description | The present paper deals with the numerical modelling of trench drainage in variably saturated porous media. In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two different soil types. The numerical results derived using a pressure head-dependent storage coefficient, are compared to those derived using constant storage coefficients. It is shown that simplifying assumptions using constant storage coefficients may predict too fast drainage rates. |
doi_str_mv | 10.1016/j.compgeo.2003.09.003 |
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In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two different soil types. The numerical results derived using a pressure head-dependent storage coefficient, are compared to those derived using constant storage coefficients. It is shown that simplifying assumptions using constant storage coefficients may predict too fast drainage rates.</description><identifier>ISSN: 0266-352X</identifier><identifier>EISSN: 1873-7633</identifier><identifier>DOI: 10.1016/j.compgeo.2003.09.003</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Earth sciences ; Earth, ocean, space ; Engineering and environment geology. 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In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two different soil types. The numerical results derived using a pressure head-dependent storage coefficient, are compared to those derived using constant storage coefficients. It is shown that simplifying assumptions using constant storage coefficients may predict too fast drainage rates.</description><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>Numerical modelling</subject><subject>Storage coefficient</subject><subject>Transient response</subject><subject>Trench drains</subject><subject>Variably saturated soil</subject><issn>0266-352X</issn><issn>1873-7633</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNqFkM1KxDAUhYMoOI4-gtCN7lrTpk2TlcigozDgRsFdSJObMUOb1KQj-PamzIBLVwfu_c79OQhdl7gocUnvdoXyw7gFX1QYkwLzIskJWpSsJXlLCTlFC1xRmpOm-jhHFzHucPJxxhdo_TKMUk2ZN1mcfJBbyJQHY6yy4FLZZW4_QLBK9tngNfS9dduZngI49ZnpIK1Lrkt0ZmQf4eqoS_T-9Pi2es43r-uX1cMmV4SyKQfJpNTc1BVPwrmS1FCpMANTaVl3pqHaMFN2DDpGm84whbHmNTN1ampDluj2MHcM_msPcRKDjSqdJR34fRRVyxqOGUlgcwBV8DEGMGIMdpDhR5RYzLGJnTjGJubYBOYiSfLdHBfImJ42QTpl45-54byidZu4-wMH6dtvC0HEOTIF2gZQk9De_rPpF6sqiDQ</recordid><startdate>20030101</startdate><enddate>20030101</enddate><creator>Mavroulidou, Maria</creator><creator>Gunn, M.J.</creator><creator>Woods, R.I.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20030101</creationdate><title>Impact of storage coefficient on numerical modelling of trench drainage</title><author>Mavroulidou, Maria ; Gunn, M.J. ; Woods, R.I.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c368t-ea8aad9f429ad999ca6f6ac08ef2da4bf56df8f1b8eb865bf8c00d948f44bfdf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Engineering geology</topic><topic>Exact sciences and technology</topic><topic>Numerical modelling</topic><topic>Storage coefficient</topic><topic>Transient response</topic><topic>Trench drains</topic><topic>Variably saturated soil</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mavroulidou, Maria</creatorcontrib><creatorcontrib>Gunn, M.J.</creatorcontrib><creatorcontrib>Woods, R.I.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Computers and geotechnics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mavroulidou, Maria</au><au>Gunn, M.J.</au><au>Woods, R.I.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Impact of storage coefficient on numerical modelling of trench drainage</atitle><jtitle>Computers and geotechnics</jtitle><date>2003-01-01</date><risdate>2003</risdate><volume>30</volume><issue>8</issue><spage>683</spage><epage>693</epage><pages>683-693</pages><issn>0266-352X</issn><eissn>1873-7633</eissn><abstract>The present paper deals with the numerical modelling of trench drainage in variably saturated porous media. In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two different soil types. The numerical results derived using a pressure head-dependent storage coefficient, are compared to those derived using constant storage coefficients. It is shown that simplifying assumptions using constant storage coefficients may predict too fast drainage rates.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.compgeo.2003.09.003</doi><tpages>11</tpages></addata></record> |
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subjects | Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Numerical modelling Storage coefficient Transient response Trench drains Variably saturated soil |
title | Impact of storage coefficient on numerical modelling of trench drainage |
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