DNAPL migration through a fractured perching layer
The migration of a DNAPL (TCA) was demonstrated by a laboratory flow visualization experiment. The system consists of two unconfined aquifers separated by a siltstone perching layer containing a single fracture that conducts water flow downward. The TCA migrated along a tortuous path in the upper sa...
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| Veröffentlicht in: | Ground Water 1998-07, Vol.36 (4), p.605-610 |
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| container_title | Ground Water |
| container_volume | 36 |
| creator | Stephens, D.B. (Daniel B. Stephens and Associates Inc., Albuquerque, NM.) Kelsey, J.A Prieksat, M.A Piepho, M.G Shan, C Ankeny, M.D |
| description | The migration of a DNAPL (TCA) was demonstrated by a laboratory flow visualization experiment. The system consists of two unconfined aquifers separated by a siltstone perching layer containing a single fracture that conducts water flow downward. The TCA migrated along a tortuous path in the upper sandy aquifer and moved rapidly through the fracture. We observed no DNAPL pooling above the fracture prior to its entry into the fracture, in contrast to existing mathematical solutions of hydrostatic initial conditions and full saturation below the fracture. A multiphase flow model predicted the experimentally observed mean behavior |
| doi_str_mv | 10.1111/j.1745-6584.1998.tb02834.x |
| format | Article |
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(Daniel B. Stephens and Associates Inc., Albuquerque, NM.) ; Kelsey, J.A ; Prieksat, M.A ; Piepho, M.G ; Shan, C ; Ankeny, M.D</creator><creatorcontrib>Stephens, D.B. (Daniel B. Stephens and Associates Inc., Albuquerque, NM.) ; Kelsey, J.A ; Prieksat, M.A ; Piepho, M.G ; Shan, C ; Ankeny, M.D</creatorcontrib><description>The migration of a DNAPL (TCA) was demonstrated by a laboratory flow visualization experiment. The system consists of two unconfined aquifers separated by a siltstone perching layer containing a single fracture that conducts water flow downward. The TCA migrated along a tortuous path in the upper sandy aquifer and moved rapidly through the fracture. We observed no DNAPL pooling above the fracture prior to its entry into the fracture, in contrast to existing mathematical solutions of hydrostatic initial conditions and full saturation below the fracture. A multiphase flow model predicted the experimentally observed mean behavior</description><identifier>ISSN: 0017-467X</identifier><identifier>EISSN: 1745-6584</identifier><identifier>DOI: 10.1111/j.1745-6584.1998.tb02834.x</identifier><identifier>CODEN: GRWAAP</identifier><language>eng</language><publisher>Oxford, UK: Blackwell Publishing Ltd</publisher><subject>AQUIFERS ; AQUITARDS ; ARENA ; CAPA FREATICA ; Chemicals ; CONTAMINANTES ; DENSE NONQUEOUS PHASE LIQUIDS ; ELEMENTO PRIMARIO DEL SUELO ; ENVIRONMENTAL SCIENCES ; ENVIRONMENTAL TRANSPORT ; EQUATIONS ; Experiments ; GEOLOGIC FRACTURES ; GROUNDWATER POLLUTION ; GROUNDWATER TABLE ; Hydrology ; MATEMATICAS ; MATHEMATICAL MODELS ; MATHEMATICS ; MATHEMATIQUE ; MODELE MATHEMATIQUE ; MODELOS MATEMATICOS ; NAPPE SOUTERRAINE ; ORGANIC COMPOUNDS ; POLLUANT ; POLLUTANTS ; POLLUTION DE L'EAU SOUTERRAINE ; POLUCION DE AGUAS SUBTERRANEAS ; ROCHE MERE ; SABLE ; SAND ; SANDSTONE ; SIMULACION ; SIMULATION ; SOIL PARENT MATERIALS ; TEA ; THE ; TRANSPORT PROCESSES ; WATER POLLUTION ; Water, Underground</subject><ispartof>Ground Water, 1998-07, Vol.36 (4), p.605-610</ispartof><rights>COPYRIGHT 1998 National Ground Water Association</rights><rights>Copyright Ground Water Publishing Company Jul/Aug 1998</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a5855-2f6d48371f49e88fc13f76fee93413684949f7f558bd340d2999fdda52ae8c973</citedby><cites>FETCH-LOGICAL-a5855-2f6d48371f49e88fc13f76fee93413684949f7f558bd340d2999fdda52ae8c973</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1111%2Fj.1745-6584.1998.tb02834.x$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1111%2Fj.1745-6584.1998.tb02834.x$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,885,1417,27924,27925,45574,45575</link.rule.ids><backlink>$$Uhttps://www.osti.gov/biblio/642336$$D View this record in Osti.gov$$Hfree_for_read</backlink></links><search><creatorcontrib>Stephens, D.B. (Daniel B. Stephens and Associates Inc., Albuquerque, NM.)</creatorcontrib><creatorcontrib>Kelsey, J.A</creatorcontrib><creatorcontrib>Prieksat, M.A</creatorcontrib><creatorcontrib>Piepho, M.G</creatorcontrib><creatorcontrib>Shan, C</creatorcontrib><creatorcontrib>Ankeny, M.D</creatorcontrib><title>DNAPL migration through a fractured perching layer</title><title>Ground Water</title><description>The migration of a DNAPL (TCA) was demonstrated by a laboratory flow visualization experiment. The system consists of two unconfined aquifers separated by a siltstone perching layer containing a single fracture that conducts water flow downward. The TCA migrated along a tortuous path in the upper sandy aquifer and moved rapidly through the fracture. We observed no DNAPL pooling above the fracture prior to its entry into the fracture, in contrast to existing mathematical solutions of hydrostatic initial conditions and full saturation below the fracture. A multiphase flow model predicted the experimentally observed mean behavior</description><subject>AQUIFERS</subject><subject>AQUITARDS</subject><subject>ARENA</subject><subject>CAPA FREATICA</subject><subject>Chemicals</subject><subject>CONTAMINANTES</subject><subject>DENSE NONQUEOUS PHASE LIQUIDS</subject><subject>ELEMENTO PRIMARIO DEL SUELO</subject><subject>ENVIRONMENTAL SCIENCES</subject><subject>ENVIRONMENTAL TRANSPORT</subject><subject>EQUATIONS</subject><subject>Experiments</subject><subject>GEOLOGIC FRACTURES</subject><subject>GROUNDWATER POLLUTION</subject><subject>GROUNDWATER TABLE</subject><subject>Hydrology</subject><subject>MATEMATICAS</subject><subject>MATHEMATICAL MODELS</subject><subject>MATHEMATICS</subject><subject>MATHEMATIQUE</subject><subject>MODELE MATHEMATIQUE</subject><subject>MODELOS MATEMATICOS</subject><subject>NAPPE SOUTERRAINE</subject><subject>ORGANIC COMPOUNDS</subject><subject>POLLUANT</subject><subject>POLLUTANTS</subject><subject>POLLUTION DE L'EAU SOUTERRAINE</subject><subject>POLUCION DE AGUAS SUBTERRANEAS</subject><subject>ROCHE MERE</subject><subject>SABLE</subject><subject>SAND</subject><subject>SANDSTONE</subject><subject>SIMULACION</subject><subject>SIMULATION</subject><subject>SOIL PARENT MATERIALS</subject><subject>TEA</subject><subject>THE</subject><subject>TRANSPORT PROCESSES</subject><subject>WATER POLLUTION</subject><subject>Water, Underground</subject><issn>0017-467X</issn><issn>1745-6584</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNqVkl1v0zAUhiMEEmXwE5DCLuCGBH9_cIOqDVqkqqCxqbuzvMROXdK42Klo_z0OmYaEJibsC0vHz3l1_PrNslMISpjWu00JOaEFo4KUUEpR9jcACUzKw6Nscnf1OJsAAHlBGL9-mj2LcQMAwBLISYbOl9Ovi3zrmqB757u8Xwe_b9a5zm3QVb8Pps53JlRr1zV5q48mPM-eWN1G8-L2PMmuPn28PJsXiy-zz2fTRaGpoLRAltVEYA4tkUYIW0FsObPGSEwgZoJIIi23lIqbGhNQIymlrWtNkTaikhyfZK9GXR97p2LlelOtK991puoVIwhjlpg3I7ML_sfexF5tXaxM2-rO-H1UnODBBY4T-fqfJIJYQCzFgyBkhEKG5MMgSU_kFCTw9C9w4_ehS94plIwQCPxWeztCjW6Ncp31ffK_MZ0JuvWdsS6VpwhICTAYpizuwdOuzdZV9_HvR74KPsZgrNoFt9XhqCBQQ5TURg1OqSEvaoiSuo2SOqTmD2PzzyR6_I9ONVtNLxmgf8Z1sTeHOwUdvivGMadqtZyp89XFxfJazNU88S9H3mqvdBNcVFffkrZMweXpN38BZ5TlOQ</recordid><startdate>199807</startdate><enddate>199807</enddate><creator>Stephens, D.B. 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(Daniel B. Stephens and Associates Inc., Albuquerque, NM.)</au><au>Kelsey, J.A</au><au>Prieksat, M.A</au><au>Piepho, M.G</au><au>Shan, C</au><au>Ankeny, M.D</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>DNAPL migration through a fractured perching layer</atitle><jtitle>Ground Water</jtitle><date>1998-07</date><risdate>1998</risdate><volume>36</volume><issue>4</issue><spage>605</spage><epage>610</epage><pages>605-610</pages><issn>0017-467X</issn><eissn>1745-6584</eissn><coden>GRWAAP</coden><abstract>The migration of a DNAPL (TCA) was demonstrated by a laboratory flow visualization experiment. The system consists of two unconfined aquifers separated by a siltstone perching layer containing a single fracture that conducts water flow downward. The TCA migrated along a tortuous path in the upper sandy aquifer and moved rapidly through the fracture. We observed no DNAPL pooling above the fracture prior to its entry into the fracture, in contrast to existing mathematical solutions of hydrostatic initial conditions and full saturation below the fracture. A multiphase flow model predicted the experimentally observed mean behavior</abstract><cop>Oxford, UK</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1111/j.1745-6584.1998.tb02834.x</doi><tpages>6</tpages></addata></record> |
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| source | Wiley Journals |
| subjects | AQUIFERS AQUITARDS ARENA CAPA FREATICA Chemicals CONTAMINANTES DENSE NONQUEOUS PHASE LIQUIDS ELEMENTO PRIMARIO DEL SUELO ENVIRONMENTAL SCIENCES ENVIRONMENTAL TRANSPORT EQUATIONS Experiments GEOLOGIC FRACTURES GROUNDWATER POLLUTION GROUNDWATER TABLE Hydrology MATEMATICAS MATHEMATICAL MODELS MATHEMATICS MATHEMATIQUE MODELE MATHEMATIQUE MODELOS MATEMATICOS NAPPE SOUTERRAINE ORGANIC COMPOUNDS POLLUANT POLLUTANTS POLLUTION DE L'EAU SOUTERRAINE POLUCION DE AGUAS SUBTERRANEAS ROCHE MERE SABLE SAND SANDSTONE SIMULACION SIMULATION SOIL PARENT MATERIALS TEA THE TRANSPORT PROCESSES WATER POLLUTION Water, Underground |
| title | DNAPL migration through a fractured perching layer |
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