Experimental investigation on methane advection and diffusion in geosynthetic clay liners
Geosynthetic clay liners (GCLs) are widely used in landfill and heap-leach facility cover system for mitigating rainfall infiltration and gas migration into atmosphere. Laboratory tests were conducted to investigate methane diffusion and advection through GCLs. Gas permeability coefficient of GCL fo...
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Veröffentlicht in: | Geotextiles and geomembranes 2021-04, Vol.49 (2), p.442-451 |
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description | Geosynthetic clay liners (GCLs) are widely used in landfill and heap-leach facility cover system for mitigating rainfall infiltration and gas migration into atmosphere. Laboratory tests were conducted to investigate methane diffusion and advection through GCLs. Gas permeability coefficient of GCL for the case with moisture content = 47.5% is one and two orders of magnitude greater than the cases with moisture content = 68.5% and 80.9%, respectively, when 20 kPa vertical stress was applied. The batch adsorption tests indicated that adsorption of methane onto bentonite is negligible. The concentration variation for the adsorption of methane onto bentonite can be neglected. However, methane concentration decreased by 14.2% for the test of methane adsorption onto GCL during the first 2–3 days. This is because methane was adsorbed by the geotextiles rather than by the bentonite in GCL. The large porosity and surface area of geotextiles provide lots of micropores for methane adsorption. Analytical model was then developed to analyze the performance of GCL-based liners system with respect to methane transport. The results indicate that methane emission fluxes for the case with SL + GCL are 7.8 and 5.1 times less than the cases with SL + CCL when the moisture contents were 25.9% and 35.1%, respectively. The methane emission fluxes for both of the SL + GCL and SL + CCL can be neglected when they are fully saturated. GCL is recommended to be used in arid and semi-arid regions rather than CCL. GCL is recommended to be used in arid and semi-arid areas rather than CCL. Advection plays a more important role in methane migration through SL + GCL and SL + CCL than that of diffusion. With moisture contents = 25.9% and 32%, methane emission flux attributed to advection accounts for more than 90% of the total emission flux for both cases of SL + GCL and SL + CCL. With the increase of moisture content of SL, the effectiveness of SL in reducing methane emission increases. The saved space for using GCL + SL composite cover compared with using a single SL cover is 0.7 m when the moisture content equals 25.9%, which is 0.5 m greater than the case when moisture content equals 32%. GMB plays a dominant role in inhibiting methane migration and reducing methane emission flux. When moisture content equals 25.9%, the methane emission fluxes for SL + GMB + GCL and SL + GMB + CCL are 343 times and 2643 times less than the cases with SL + GCL and SL + CCL, respectively. |
doi_str_mv | 10.1016/j.geotexmem.2020.10.018 |
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fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2503928305</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0266114420301266</els_id><sourcerecordid>2503928305</sourcerecordid><originalsourceid>FETCH-LOGICAL-c343t-c39f195ad69d5e5a7d52b54f1b029e59cf49fc3a23d5405a92492871a3289e863</originalsourceid><addsrcrecordid>eNqFkF1LwzAUhoMoOKe_wYLXrflsm8sx5gcMvNELr0KWnG4pXTqTbmz_3tSJt0JIOCfvez4ehO4JLggm5WNbrKEf4LiFbUExHbMFJvUFmpC6kjkTNb9EE0zLMieE82t0E2OLMeaVrCfoc3HcQXBb8IPuMucPEAe31oPrfZbOFoaN9pBpewDzk9TeZtY1zT6OkfNZ6h5PftjA4ExmOn3KOuchxFt01eguwt3vO0UfT4v3-Uu-fHt-nc-WuWGcDemWDZFC21JaAUJXVtCV4A1ZYSpBSNNw2RimKbOCY6El5ZLWFdGM1hLqkk3Rw7nuLvRf-zS-avt98KmlogKzJGZYJFV1VpnQxxigUbu0tQ4nRbAaOapW_XFUI8fxI3FMztnZCWmJg4OgonHgDVgXEhNle_dvjW9nEYFr</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2503928305</pqid></control><display><type>article</type><title>Experimental investigation on methane advection and diffusion in geosynthetic clay liners</title><source>Elsevier ScienceDirect Journals</source><creator>Wang, Qiao ; Xie, Haijian ; Wu, Jiawei ; Zhan, Liangtong ; Qiu, Zhanhong</creator><creatorcontrib>Wang, Qiao ; Xie, Haijian ; Wu, Jiawei ; Zhan, Liangtong ; Qiu, Zhanhong</creatorcontrib><description>Geosynthetic clay liners (GCLs) are widely used in landfill and heap-leach facility cover system for mitigating rainfall infiltration and gas migration into atmosphere. Laboratory tests were conducted to investigate methane diffusion and advection through GCLs. Gas permeability coefficient of GCL for the case with moisture content = 47.5% is one and two orders of magnitude greater than the cases with moisture content = 68.5% and 80.9%, respectively, when 20 kPa vertical stress was applied. The batch adsorption tests indicated that adsorption of methane onto bentonite is negligible. The concentration variation for the adsorption of methane onto bentonite can be neglected. However, methane concentration decreased by 14.2% for the test of methane adsorption onto GCL during the first 2–3 days. This is because methane was adsorbed by the geotextiles rather than by the bentonite in GCL. The large porosity and surface area of geotextiles provide lots of micropores for methane adsorption. Analytical model was then developed to analyze the performance of GCL-based liners system with respect to methane transport. The results indicate that methane emission fluxes for the case with SL + GCL are 7.8 and 5.1 times less than the cases with SL + CCL when the moisture contents were 25.9% and 35.1%, respectively. The methane emission fluxes for both of the SL + GCL and SL + CCL can be neglected when they are fully saturated. GCL is recommended to be used in arid and semi-arid regions rather than CCL. GCL is recommended to be used in arid and semi-arid areas rather than CCL. Advection plays a more important role in methane migration through SL + GCL and SL + CCL than that of diffusion. With moisture contents = 25.9% and 32%, methane emission flux attributed to advection accounts for more than 90% of the total emission flux for both cases of SL + GCL and SL + CCL. With the increase of moisture content of SL, the effectiveness of SL in reducing methane emission increases. The saved space for using GCL + SL composite cover compared with using a single SL cover is 0.7 m when the moisture content equals 25.9%, which is 0.5 m greater than the case when moisture content equals 32%. GMB plays a dominant role in inhibiting methane migration and reducing methane emission flux. When moisture content equals 25.9%, the methane emission fluxes for SL + GMB + GCL and SL + GMB + CCL are 343 times and 2643 times less than the cases with SL + GCL and SL + CCL, respectively.</description><identifier>ISSN: 0266-1144</identifier><identifier>EISSN: 1879-3584</identifier><identifier>DOI: 10.1016/j.geotexmem.2020.10.018</identifier><language>eng</language><publisher>Essex: Elsevier Ltd</publisher><subject>Adsorption ; Advection ; Arid regions ; Bentonite ; Clay ; Clay liners ; Diffusion ; Diffusion coefficient ; Emissions ; Emissions control ; Fluxes ; GCL ; Geosynthetics ; Geotechnical fabrics ; Laboratory tests ; Mathematical analysis ; Methane ; Moisture content ; Organic contaminants ; Permeability ; Permeability coefficient ; Porosity ; Rainfall ; Semi arid areas</subject><ispartof>Geotextiles and geomembranes, 2021-04, Vol.49 (2), p.442-451</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Apr 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-c39f195ad69d5e5a7d52b54f1b029e59cf49fc3a23d5405a92492871a3289e863</citedby><cites>FETCH-LOGICAL-c343t-c39f195ad69d5e5a7d52b54f1b029e59cf49fc3a23d5405a92492871a3289e863</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0266114420301266$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Wang, Qiao</creatorcontrib><creatorcontrib>Xie, Haijian</creatorcontrib><creatorcontrib>Wu, Jiawei</creatorcontrib><creatorcontrib>Zhan, Liangtong</creatorcontrib><creatorcontrib>Qiu, Zhanhong</creatorcontrib><title>Experimental investigation on methane advection and diffusion in geosynthetic clay liners</title><title>Geotextiles and geomembranes</title><description>Geosynthetic clay liners (GCLs) are widely used in landfill and heap-leach facility cover system for mitigating rainfall infiltration and gas migration into atmosphere. Laboratory tests were conducted to investigate methane diffusion and advection through GCLs. Gas permeability coefficient of GCL for the case with moisture content = 47.5% is one and two orders of magnitude greater than the cases with moisture content = 68.5% and 80.9%, respectively, when 20 kPa vertical stress was applied. The batch adsorption tests indicated that adsorption of methane onto bentonite is negligible. The concentration variation for the adsorption of methane onto bentonite can be neglected. However, methane concentration decreased by 14.2% for the test of methane adsorption onto GCL during the first 2–3 days. This is because methane was adsorbed by the geotextiles rather than by the bentonite in GCL. The large porosity and surface area of geotextiles provide lots of micropores for methane adsorption. Analytical model was then developed to analyze the performance of GCL-based liners system with respect to methane transport. The results indicate that methane emission fluxes for the case with SL + GCL are 7.8 and 5.1 times less than the cases with SL + CCL when the moisture contents were 25.9% and 35.1%, respectively. The methane emission fluxes for both of the SL + GCL and SL + CCL can be neglected when they are fully saturated. GCL is recommended to be used in arid and semi-arid regions rather than CCL. GCL is recommended to be used in arid and semi-arid areas rather than CCL. Advection plays a more important role in methane migration through SL + GCL and SL + CCL than that of diffusion. With moisture contents = 25.9% and 32%, methane emission flux attributed to advection accounts for more than 90% of the total emission flux for both cases of SL + GCL and SL + CCL. With the increase of moisture content of SL, the effectiveness of SL in reducing methane emission increases. The saved space for using GCL + SL composite cover compared with using a single SL cover is 0.7 m when the moisture content equals 25.9%, which is 0.5 m greater than the case when moisture content equals 32%. GMB plays a dominant role in inhibiting methane migration and reducing methane emission flux. When moisture content equals 25.9%, the methane emission fluxes for SL + GMB + GCL and SL + GMB + CCL are 343 times and 2643 times less than the cases with SL + GCL and SL + CCL, respectively.</description><subject>Adsorption</subject><subject>Advection</subject><subject>Arid regions</subject><subject>Bentonite</subject><subject>Clay</subject><subject>Clay liners</subject><subject>Diffusion</subject><subject>Diffusion coefficient</subject><subject>Emissions</subject><subject>Emissions control</subject><subject>Fluxes</subject><subject>GCL</subject><subject>Geosynthetics</subject><subject>Geotechnical fabrics</subject><subject>Laboratory tests</subject><subject>Mathematical analysis</subject><subject>Methane</subject><subject>Moisture content</subject><subject>Organic contaminants</subject><subject>Permeability</subject><subject>Permeability coefficient</subject><subject>Porosity</subject><subject>Rainfall</subject><subject>Semi arid areas</subject><issn>0266-1144</issn><issn>1879-3584</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFkF1LwzAUhoMoOKe_wYLXrflsm8sx5gcMvNELr0KWnG4pXTqTbmz_3tSJt0JIOCfvez4ehO4JLggm5WNbrKEf4LiFbUExHbMFJvUFmpC6kjkTNb9EE0zLMieE82t0E2OLMeaVrCfoc3HcQXBb8IPuMucPEAe31oPrfZbOFoaN9pBpewDzk9TeZtY1zT6OkfNZ6h5PftjA4ExmOn3KOuchxFt01eguwt3vO0UfT4v3-Uu-fHt-nc-WuWGcDemWDZFC21JaAUJXVtCV4A1ZYSpBSNNw2RimKbOCY6El5ZLWFdGM1hLqkk3Rw7nuLvRf-zS-avt98KmlogKzJGZYJFV1VpnQxxigUbu0tQ4nRbAaOapW_XFUI8fxI3FMztnZCWmJg4OgonHgDVgXEhNle_dvjW9nEYFr</recordid><startdate>202104</startdate><enddate>202104</enddate><creator>Wang, Qiao</creator><creator>Xie, Haijian</creator><creator>Wu, Jiawei</creator><creator>Zhan, Liangtong</creator><creator>Qiu, Zhanhong</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>202104</creationdate><title>Experimental investigation on methane advection and diffusion in geosynthetic clay liners</title><author>Wang, Qiao ; Xie, Haijian ; Wu, Jiawei ; Zhan, Liangtong ; Qiu, Zhanhong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-c39f195ad69d5e5a7d52b54f1b029e59cf49fc3a23d5405a92492871a3289e863</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Adsorption</topic><topic>Advection</topic><topic>Arid regions</topic><topic>Bentonite</topic><topic>Clay</topic><topic>Clay liners</topic><topic>Diffusion</topic><topic>Diffusion coefficient</topic><topic>Emissions</topic><topic>Emissions control</topic><topic>Fluxes</topic><topic>GCL</topic><topic>Geosynthetics</topic><topic>Geotechnical fabrics</topic><topic>Laboratory tests</topic><topic>Mathematical analysis</topic><topic>Methane</topic><topic>Moisture content</topic><topic>Organic contaminants</topic><topic>Permeability</topic><topic>Permeability coefficient</topic><topic>Porosity</topic><topic>Rainfall</topic><topic>Semi arid areas</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Qiao</creatorcontrib><creatorcontrib>Xie, Haijian</creatorcontrib><creatorcontrib>Wu, Jiawei</creatorcontrib><creatorcontrib>Zhan, Liangtong</creatorcontrib><creatorcontrib>Qiu, Zhanhong</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Geotextiles and geomembranes</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Qiao</au><au>Xie, Haijian</au><au>Wu, Jiawei</au><au>Zhan, Liangtong</au><au>Qiu, Zhanhong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental investigation on methane advection and diffusion in geosynthetic clay liners</atitle><jtitle>Geotextiles and geomembranes</jtitle><date>2021-04</date><risdate>2021</risdate><volume>49</volume><issue>2</issue><spage>442</spage><epage>451</epage><pages>442-451</pages><issn>0266-1144</issn><eissn>1879-3584</eissn><abstract>Geosynthetic clay liners (GCLs) are widely used in landfill and heap-leach facility cover system for mitigating rainfall infiltration and gas migration into atmosphere. Laboratory tests were conducted to investigate methane diffusion and advection through GCLs. Gas permeability coefficient of GCL for the case with moisture content = 47.5% is one and two orders of magnitude greater than the cases with moisture content = 68.5% and 80.9%, respectively, when 20 kPa vertical stress was applied. The batch adsorption tests indicated that adsorption of methane onto bentonite is negligible. The concentration variation for the adsorption of methane onto bentonite can be neglected. However, methane concentration decreased by 14.2% for the test of methane adsorption onto GCL during the first 2–3 days. This is because methane was adsorbed by the geotextiles rather than by the bentonite in GCL. The large porosity and surface area of geotextiles provide lots of micropores for methane adsorption. Analytical model was then developed to analyze the performance of GCL-based liners system with respect to methane transport. The results indicate that methane emission fluxes for the case with SL + GCL are 7.8 and 5.1 times less than the cases with SL + CCL when the moisture contents were 25.9% and 35.1%, respectively. The methane emission fluxes for both of the SL + GCL and SL + CCL can be neglected when they are fully saturated. GCL is recommended to be used in arid and semi-arid regions rather than CCL. GCL is recommended to be used in arid and semi-arid areas rather than CCL. Advection plays a more important role in methane migration through SL + GCL and SL + CCL than that of diffusion. With moisture contents = 25.9% and 32%, methane emission flux attributed to advection accounts for more than 90% of the total emission flux for both cases of SL + GCL and SL + CCL. With the increase of moisture content of SL, the effectiveness of SL in reducing methane emission increases. The saved space for using GCL + SL composite cover compared with using a single SL cover is 0.7 m when the moisture content equals 25.9%, which is 0.5 m greater than the case when moisture content equals 32%. GMB plays a dominant role in inhibiting methane migration and reducing methane emission flux. When moisture content equals 25.9%, the methane emission fluxes for SL + GMB + GCL and SL + GMB + CCL are 343 times and 2643 times less than the cases with SL + GCL and SL + CCL, respectively.</abstract><cop>Essex</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.geotexmem.2020.10.018</doi><tpages>10</tpages></addata></record> |
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subjects | Adsorption Advection Arid regions Bentonite Clay Clay liners Diffusion Diffusion coefficient Emissions Emissions control Fluxes GCL Geosynthetics Geotechnical fabrics Laboratory tests Mathematical analysis Methane Moisture content Organic contaminants Permeability Permeability coefficient Porosity Rainfall Semi arid areas |
title | Experimental investigation on methane advection and diffusion in geosynthetic clay liners |
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