Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires
Laboratory-scale column tests were conducted to investigate the retardation of volatile organic compound (VOC) movement through a soil-bentonite (SB) slurry cutoff wall material amended with ground tires, which was found to sorb a significant amount of VOCs. The hydraulic conductivity of the SB slur...
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| Veröffentlicht in: | Water environment research 1997-07, Vol.69 (5), p.1022-1031 |
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| creator | Park, Jae K. Kim, Jae Y. Madsen, Curtis D. Edil, Tuncer B. |
| description | Laboratory-scale column tests were conducted to investigate the retardation of volatile organic compound (VOC) movement through a soil-bentonite (SB) slurry cutoff wall material amended with ground tires, which was found to sorb a significant amount of VOCs. The hydraulic conductivity of the SB slurry cutoff wall backfill material was not affected by the addition of ground tires. The hydraulic conductivity of the ground-tire-amended SB backfill specimen increased 1.1 to 1.2 times after the spiking with VOCs; however, that of the conventional SB backfill specimen increased 1.7 to 1.8 times. The effective porosity of the backfill specimens tested was in the range of 70 to 100%. The partition coefficient of trichloroethylene (TCE) increased from 0.96 to 13.41 L/kg when 15% by weight of ground tires was added. As a result, the time for TCE to break through to 10% of the influent concentration became approximately 10 times longer by the addition of 15% ground tires by weight. Ground tire addition to the SB slurry cutoff wall appears to provide a significant amount of VOC retardation capacity without deteriorating the performance of the slurry cutoff wall. |
| doi_str_mv | 10.2175/106143097X125722 |
| format | Article |
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The hydraulic conductivity of the SB slurry cutoff wall backfill material was not affected by the addition of ground tires. The hydraulic conductivity of the ground-tire-amended SB backfill specimen increased 1.1 to 1.2 times after the spiking with VOCs; however, that of the conventional SB backfill specimen increased 1.7 to 1.8 times. The effective porosity of the backfill specimens tested was in the range of 70 to 100%. The partition coefficient of trichloroethylene (TCE) increased from 0.96 to 13.41 L/kg when 15% by weight of ground tires was added. As a result, the time for TCE to break through to 10% of the influent concentration became approximately 10 times longer by the addition of 15% ground tires by weight. Ground tire addition to the SB slurry cutoff wall appears to provide a significant amount of VOC retardation capacity without deteriorating the performance of the slurry cutoff wall.</description><identifier>ISSN: 1061-4303</identifier><identifier>EISSN: 1554-7531</identifier><identifier>DOI: 10.2175/106143097X125722</identifier><language>eng</language><publisher>Alexandria, VA: Water Environment Federation</publisher><subject>AGUAS SUBTERRANEAS ; Applied sciences ; BENTONITA ; BENTONITE ; Biological and physicochemical properties of pollutants. Interaction in the soil ; Bromides ; Chlorides ; CLAY MINERALS ; Coefficients ; COMPOSE VOLATIL ; COMPUESTO VOLATIL ; CONTROL DE LA CONTAMINACION ; EAU SOUTERRAINE ; ESTIERCOL FLUIDO ; Exact sciences and technology ; GROUNDWATER ; HALOGENATED HYDROCARBONS ; HIDROCARBUROS HALOGENADOS ; Hydraulic conductivity ; HYDROCARBURE HALOGENE ; INSECTICIDAS ; INSECTICIDE ; INSECTICIDES ; LISIER ; LUTTE ANTIPOLLUTION ; MASS TRANSFER ; METHYLENE CHLORIDE ; MINERAL ARGILEUX ; MINERALES DE ARCILLA ; MOVEMENT IN SOIL ; NEUMATICOS ; PARTITION COEFFICIENT ; PNEUMATIQUE ; Pollution ; POLLUTION CONTROL ; POLLUTION DE L'EAU ; POLUCION DEL AGUA ; POROSIDAD ; POROSITE ; POROSITY ; Porous materials ; PREVENTION ; PROCESOS DE TRANSPORTE EN EL SUELO ; Research Papers ; SATURATED HYDRAULIC CONDUCTIVITY ; SLURRIES ; SLURRY ; SLURRY CUTOFF WALL ; Soil and sediments pollution ; SOIL TRANSPORT PROCESSES ; Specimens ; TIRES ; TOLUENE ; TOLUENO ; TRANSPORT DANS LE SOL ; TRICHLOROETHYLENE ; TYRES ; VOLATILE COMPOUNDS ; VOLATILE ORGANIC COMPOUNDS ; WATER POLLUTION ; XILENO ; XYLENE</subject><ispartof>Water environment research, 1997-07, Vol.69 (5), p.1022-1031</ispartof><rights>Copyright 1997 The Water Environment Federation (WEF)</rights><rights>1997 Water Environment Federation</rights><rights>1997 INIST-CNRS</rights><rights>Copyright Water Environment Federation Jul/Aug 1997</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4512-ca328267feca07c0abfb4cbe3d747eef780cb6dec530501b4dbd11f7de175fe3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/25044954$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/25044954$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,776,780,799,1411,27901,27902,45550,45551,57992,58225</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=2762485$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Park, Jae K.</creatorcontrib><creatorcontrib>Kim, Jae Y.</creatorcontrib><creatorcontrib>Madsen, Curtis D.</creatorcontrib><creatorcontrib>Edil, Tuncer B.</creatorcontrib><title>Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires</title><title>Water environment research</title><description>Laboratory-scale column tests were conducted to investigate the retardation of volatile organic compound (VOC) movement through a soil-bentonite (SB) slurry cutoff wall material amended with ground tires, which was found to sorb a significant amount of VOCs. The hydraulic conductivity of the SB slurry cutoff wall backfill material was not affected by the addition of ground tires. The hydraulic conductivity of the ground-tire-amended SB backfill specimen increased 1.1 to 1.2 times after the spiking with VOCs; however, that of the conventional SB backfill specimen increased 1.7 to 1.8 times. The effective porosity of the backfill specimens tested was in the range of 70 to 100%. The partition coefficient of trichloroethylene (TCE) increased from 0.96 to 13.41 L/kg when 15% by weight of ground tires was added. As a result, the time for TCE to break through to 10% of the influent concentration became approximately 10 times longer by the addition of 15% ground tires by weight. Ground tire addition to the SB slurry cutoff wall appears to provide a significant amount of VOC retardation capacity without deteriorating the performance of the slurry cutoff wall.</description><subject>AGUAS SUBTERRANEAS</subject><subject>Applied sciences</subject><subject>BENTONITA</subject><subject>BENTONITE</subject><subject>Biological and physicochemical properties of pollutants. Interaction in the soil</subject><subject>Bromides</subject><subject>Chlorides</subject><subject>CLAY MINERALS</subject><subject>Coefficients</subject><subject>COMPOSE VOLATIL</subject><subject>COMPUESTO VOLATIL</subject><subject>CONTROL DE LA CONTAMINACION</subject><subject>EAU SOUTERRAINE</subject><subject>ESTIERCOL FLUIDO</subject><subject>Exact sciences and technology</subject><subject>GROUNDWATER</subject><subject>HALOGENATED HYDROCARBONS</subject><subject>HIDROCARBUROS HALOGENADOS</subject><subject>Hydraulic conductivity</subject><subject>HYDROCARBURE HALOGENE</subject><subject>INSECTICIDAS</subject><subject>INSECTICIDE</subject><subject>INSECTICIDES</subject><subject>LISIER</subject><subject>LUTTE ANTIPOLLUTION</subject><subject>MASS TRANSFER</subject><subject>METHYLENE CHLORIDE</subject><subject>MINERAL ARGILEUX</subject><subject>MINERALES DE ARCILLA</subject><subject>MOVEMENT IN SOIL</subject><subject>NEUMATICOS</subject><subject>PARTITION COEFFICIENT</subject><subject>PNEUMATIQUE</subject><subject>Pollution</subject><subject>POLLUTION CONTROL</subject><subject>POLLUTION DE L'EAU</subject><subject>POLUCION DEL AGUA</subject><subject>POROSIDAD</subject><subject>POROSITE</subject><subject>POROSITY</subject><subject>Porous materials</subject><subject>PREVENTION</subject><subject>PROCESOS DE TRANSPORTE EN EL SUELO</subject><subject>Research Papers</subject><subject>SATURATED HYDRAULIC CONDUCTIVITY</subject><subject>SLURRIES</subject><subject>SLURRY</subject><subject>SLURRY CUTOFF WALL</subject><subject>Soil and sediments pollution</subject><subject>SOIL TRANSPORT PROCESSES</subject><subject>Specimens</subject><subject>TIRES</subject><subject>TOLUENE</subject><subject>TOLUENO</subject><subject>TRANSPORT DANS LE SOL</subject><subject>TRICHLOROETHYLENE</subject><subject>TYRES</subject><subject>VOLATILE COMPOUNDS</subject><subject>VOLATILE ORGANIC COMPOUNDS</subject><subject>WATER POLLUTION</subject><subject>XILENO</subject><subject>XYLENE</subject><issn>1061-4303</issn><issn>1554-7531</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1997</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNqFkcFLHTEQh5dSoVZ7LwUhlOJta5JNNrtHEauCUFBLewvZZPKaR3bzTLI-3n9v6oqCl54y4ffNlzBTVZ8J_k6J4CcEt4Q1uBd_COWC0nfVPuGc1YI35H2pS1yXvPlQfUxpjTGhFLP9Kt5AVtGo7MKEgkUPwZfaAwpxpSankQ7jJsyTQWN4gBGmjIYdUigF5-uhXMPkMqDk5xh3SM85WIu2ynukCmzAoK3Lf9EqPjmyi5AOqz2rfIJPz-dBdffj_O7ssr7-eXF1dnpda8YJrbVqaEdbYUErLDRWgx2YHqAxggkAKzqsh9aA5g3mmAzMDIYQKwyUcVhoDqrjRbuJ4X6GlOXokgbv1QRhTpK0uOvanhTw6xtwHeY4la9JWiBO-74vEF4gHUNKEazcRDequJMEy38LkG8XUFq-PXtV0srbqCbt0ksfFS1lHS8YX7BtGfvuv1r5-_yG4Cf90dK3TjnEVy3HjPWclfzLklsVpFrF8vSv214wSnnfPAJOpaiW</recordid><startdate>199707</startdate><enddate>199707</enddate><creator>Park, Jae K.</creator><creator>Kim, Jae Y.</creator><creator>Madsen, Curtis D.</creator><creator>Edil, Tuncer B.</creator><general>Water Environment Federation</general><general>Blackwell Publishing Ltd</general><scope>FBQ</scope><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7QO</scope><scope>7ST</scope><scope>7T7</scope><scope>7U7</scope><scope>7UA</scope><scope>7X2</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>88I</scope><scope>8AF</scope><scope>8AO</scope><scope>8C1</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0K</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7N</scope><scope>M7S</scope><scope>P64</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0X</scope><scope>SOI</scope><scope>7TV</scope></search><sort><creationdate>199707</creationdate><title>Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires</title><author>Park, Jae K. ; Kim, Jae Y. ; Madsen, Curtis D. ; Edil, Tuncer B.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4512-ca328267feca07c0abfb4cbe3d747eef780cb6dec530501b4dbd11f7de175fe3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1997</creationdate><topic>AGUAS SUBTERRANEAS</topic><topic>Applied sciences</topic><topic>BENTONITA</topic><topic>BENTONITE</topic><topic>Biological and physicochemical properties of pollutants. Interaction in the soil</topic><topic>Bromides</topic><topic>Chlorides</topic><topic>CLAY MINERALS</topic><topic>Coefficients</topic><topic>COMPOSE VOLATIL</topic><topic>COMPUESTO VOLATIL</topic><topic>CONTROL DE LA CONTAMINACION</topic><topic>EAU SOUTERRAINE</topic><topic>ESTIERCOL FLUIDO</topic><topic>Exact sciences and technology</topic><topic>GROUNDWATER</topic><topic>HALOGENATED HYDROCARBONS</topic><topic>HIDROCARBUROS HALOGENADOS</topic><topic>Hydraulic conductivity</topic><topic>HYDROCARBURE HALOGENE</topic><topic>INSECTICIDAS</topic><topic>INSECTICIDE</topic><topic>INSECTICIDES</topic><topic>LISIER</topic><topic>LUTTE ANTIPOLLUTION</topic><topic>MASS TRANSFER</topic><topic>METHYLENE CHLORIDE</topic><topic>MINERAL ARGILEUX</topic><topic>MINERALES DE ARCILLA</topic><topic>MOVEMENT IN SOIL</topic><topic>NEUMATICOS</topic><topic>PARTITION COEFFICIENT</topic><topic>PNEUMATIQUE</topic><topic>Pollution</topic><topic>POLLUTION CONTROL</topic><topic>POLLUTION DE 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Y.</au><au>Madsen, Curtis D.</au><au>Edil, Tuncer B.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires</atitle><jtitle>Water environment research</jtitle><date>1997-07</date><risdate>1997</risdate><volume>69</volume><issue>5</issue><spage>1022</spage><epage>1031</epage><pages>1022-1031</pages><issn>1061-4303</issn><eissn>1554-7531</eissn><abstract>Laboratory-scale column tests were conducted to investigate the retardation of volatile organic compound (VOC) movement through a soil-bentonite (SB) slurry cutoff wall material amended with ground tires, which was found to sorb a significant amount of VOCs. The hydraulic conductivity of the SB slurry cutoff wall backfill material was not affected by the addition of ground tires. The hydraulic conductivity of the ground-tire-amended SB backfill specimen increased 1.1 to 1.2 times after the spiking with VOCs; however, that of the conventional SB backfill specimen increased 1.7 to 1.8 times. The effective porosity of the backfill specimens tested was in the range of 70 to 100%. The partition coefficient of trichloroethylene (TCE) increased from 0.96 to 13.41 L/kg when 15% by weight of ground tires was added. As a result, the time for TCE to break through to 10% of the influent concentration became approximately 10 times longer by the addition of 15% ground tires by weight. Ground tire addition to the SB slurry cutoff wall appears to provide a significant amount of VOC retardation capacity without deteriorating the performance of the slurry cutoff wall.</abstract><cop>Alexandria, VA</cop><pub>Water Environment Federation</pub><doi>10.2175/106143097X125722</doi><tpages>10</tpages></addata></record> |
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| ispartof | Water environment research, 1997-07, Vol.69 (5), p.1022-1031 |
| issn | 1061-4303 1554-7531 |
| language | eng |
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| source | Jstor Complete Legacy; Wiley Online Library Journals Frontfile Complete |
| subjects | AGUAS SUBTERRANEAS Applied sciences BENTONITA BENTONITE Biological and physicochemical properties of pollutants. Interaction in the soil Bromides Chlorides CLAY MINERALS Coefficients COMPOSE VOLATIL COMPUESTO VOLATIL CONTROL DE LA CONTAMINACION EAU SOUTERRAINE ESTIERCOL FLUIDO Exact sciences and technology GROUNDWATER HALOGENATED HYDROCARBONS HIDROCARBUROS HALOGENADOS Hydraulic conductivity HYDROCARBURE HALOGENE INSECTICIDAS INSECTICIDE INSECTICIDES LISIER LUTTE ANTIPOLLUTION MASS TRANSFER METHYLENE CHLORIDE MINERAL ARGILEUX MINERALES DE ARCILLA MOVEMENT IN SOIL NEUMATICOS PARTITION COEFFICIENT PNEUMATIQUE Pollution POLLUTION CONTROL POLLUTION DE L'EAU POLUCION DEL AGUA POROSIDAD POROSITE POROSITY Porous materials PREVENTION PROCESOS DE TRANSPORTE EN EL SUELO Research Papers SATURATED HYDRAULIC CONDUCTIVITY SLURRIES SLURRY SLURRY CUTOFF WALL Soil and sediments pollution SOIL TRANSPORT PROCESSES Specimens TIRES TOLUENE TOLUENO TRANSPORT DANS LE SOL TRICHLOROETHYLENE TYRES VOLATILE COMPOUNDS VOLATILE ORGANIC COMPOUNDS WATER POLLUTION XILENO XYLENE |
| title | Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires |
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