Apparent Contact Angle and Water Entry Head Measurements for Organo-Silane Modified Sand and Coal Fly Ash
AbstractOrgano-silane (OS) surface modification chemically alters the surface of silica-based materials such as soils and industrial byproducts, rendering them hydrophobic. Such modification offers the potential to transform porous media with relatively high hydraulic conductivity into a water-repel...
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Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 2018-06, Vol.144 (6) |
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creator | Keatts, Matthew I Daniels, John L Langley, William G Pando, Miguel A Ogunro, Vincent O |
description | AbstractOrgano-silane (OS) surface modification chemically alters the surface of silica-based materials such as soils and industrial byproducts, rendering them hydrophobic. Such modification offers the potential to transform porous media with relatively high hydraulic conductivity into a water-repellent barrier to infiltration. This paper reports on experimentally observed relationships between dry density, apparent contact angle, and water entry head for Ottawa sand and a Class-F coal fly ash (CFA). Modification with two different OS products resulted in maximum apparent contact angles of approximately 120° and 140° for sand and CFA, respectively. Both products and materials exhibited an asymptotic relationship such that increasing OS dosages beyond a threshold level yielded diminishing increases in contact angle. The water entry head was found to range from 0 to 14 cm of water and 0 to 542 cm of water for OS-modified sand and OS-modified CFA, respectively. Positive correlations were established between dry density, apparent contact angle, and water entry head. Soil hydrophobicity was found to have a negligible effect on saturated hydraulic conductivity; the governing parameter for infiltration control is water entry head. The Washburn equation was found to provide reasonable estimates of experimentally observed water entry head, especially at large values of apparent contact angle. These results suggest that designing with water repellency is a plausible concept for infiltration control. |
doi_str_mv | 10.1061/(ASCE)GT.1943-5606.0001887 |
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Such modification offers the potential to transform porous media with relatively high hydraulic conductivity into a water-repellent barrier to infiltration. This paper reports on experimentally observed relationships between dry density, apparent contact angle, and water entry head for Ottawa sand and a Class-F coal fly ash (CFA). Modification with two different OS products resulted in maximum apparent contact angles of approximately 120° and 140° for sand and CFA, respectively. Both products and materials exhibited an asymptotic relationship such that increasing OS dosages beyond a threshold level yielded diminishing increases in contact angle. The water entry head was found to range from 0 to 14 cm of water and 0 to 542 cm of water for OS-modified sand and OS-modified CFA, respectively. Positive correlations were established between dry density, apparent contact angle, and water entry head. Soil hydrophobicity was found to have a negligible effect on saturated hydraulic conductivity; the governing parameter for infiltration control is water entry head. The Washburn equation was found to provide reasonable estimates of experimentally observed water entry head, especially at large values of apparent contact angle. 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Such modification offers the potential to transform porous media with relatively high hydraulic conductivity into a water-repellent barrier to infiltration. This paper reports on experimentally observed relationships between dry density, apparent contact angle, and water entry head for Ottawa sand and a Class-F coal fly ash (CFA). Modification with two different OS products resulted in maximum apparent contact angles of approximately 120° and 140° for sand and CFA, respectively. Both products and materials exhibited an asymptotic relationship such that increasing OS dosages beyond a threshold level yielded diminishing increases in contact angle. The water entry head was found to range from 0 to 14 cm of water and 0 to 542 cm of water for OS-modified sand and OS-modified CFA, respectively. Positive correlations were established between dry density, apparent contact angle, and water entry head. Soil hydrophobicity was found to have a negligible effect on saturated hydraulic conductivity; the governing parameter for infiltration control is water entry head. The Washburn equation was found to provide reasonable estimates of experimentally observed water entry head, especially at large values of apparent contact angle. These results suggest that designing with water repellency is a plausible concept for infiltration control.</description><subject>Byproducts</subject><subject>Contact angle</subject><subject>Fly ash</subject><subject>Hydrophobicity</subject><subject>Infiltration</subject><subject>Porous media</subject><subject>Repellency</subject><subject>Sand</subject><subject>Silica</subject><subject>Silicon dioxide</subject><subject>Soil water</subject><subject>Technical Papers</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp1kLtOwzAUQCMEEqXwDxYsMKRcOw87bFHUBxJVhxYxWjeJU1KlcbDToX-PoxaYGCxfWedcS8fz7ilMKMT0-TFdZ9On-WZCkzDwoxjiCQBQIfiFN_p9u3QzJOADC-m1d2PtzkEhCDby6rTr0Ki2J5lueyx6krbbRhFsS_KBvTJk2vbmSBYKS7JUaA9G7R1uSaUNWZktttpf1w22iix1WVe1Ksl6sIeTaWzIrDmS1H7eelcVNlbdne-x9z6bbrKF_7aav2bpm48s5r0fRJgXMUYiTETEi4hBIELGKLKAcZXEkLuJizKBnCrgVVBFIsKKVWWJjs-Dsfdw2tsZ_XVQtpc7fTCt-1IyoAkHBiF31MuJKoy21qhKdqbeozlKCnJIK-WQVs43csgoh4zynNbJ8UlGW6i_9T_m_-I3fJp8GA</recordid><startdate>20180601</startdate><enddate>20180601</enddate><creator>Keatts, Matthew I</creator><creator>Daniels, John L</creator><creator>Langley, William G</creator><creator>Pando, Miguel A</creator><creator>Ogunro, Vincent O</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20180601</creationdate><title>Apparent Contact Angle and Water Entry Head Measurements for Organo-Silane Modified Sand and Coal Fly Ash</title><author>Keatts, Matthew I ; Daniels, John L ; Langley, William G ; Pando, Miguel A ; Ogunro, Vincent O</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a267t-35abc6a5849857c520384221a2327e960ba2378d90b1e07f3f585af2fdda57cb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Byproducts</topic><topic>Contact angle</topic><topic>Fly ash</topic><topic>Hydrophobicity</topic><topic>Infiltration</topic><topic>Porous media</topic><topic>Repellency</topic><topic>Sand</topic><topic>Silica</topic><topic>Silicon dioxide</topic><topic>Soil water</topic><topic>Technical Papers</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Keatts, Matthew I</creatorcontrib><creatorcontrib>Daniels, John L</creatorcontrib><creatorcontrib>Langley, William G</creatorcontrib><creatorcontrib>Pando, Miguel A</creatorcontrib><creatorcontrib>Ogunro, Vincent O</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Keatts, Matthew I</au><au>Daniels, John L</au><au>Langley, William G</au><au>Pando, Miguel A</au><au>Ogunro, Vincent O</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Apparent Contact Angle and Water Entry Head Measurements for Organo-Silane Modified Sand and Coal Fly Ash</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2018-06-01</date><risdate>2018</risdate><volume>144</volume><issue>6</issue><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>AbstractOrgano-silane (OS) surface modification chemically alters the surface of silica-based materials such as soils and industrial byproducts, rendering them hydrophobic. Such modification offers the potential to transform porous media with relatively high hydraulic conductivity into a water-repellent barrier to infiltration. This paper reports on experimentally observed relationships between dry density, apparent contact angle, and water entry head for Ottawa sand and a Class-F coal fly ash (CFA). Modification with two different OS products resulted in maximum apparent contact angles of approximately 120° and 140° for sand and CFA, respectively. Both products and materials exhibited an asymptotic relationship such that increasing OS dosages beyond a threshold level yielded diminishing increases in contact angle. The water entry head was found to range from 0 to 14 cm of water and 0 to 542 cm of water for OS-modified sand and OS-modified CFA, respectively. Positive correlations were established between dry density, apparent contact angle, and water entry head. Soil hydrophobicity was found to have a negligible effect on saturated hydraulic conductivity; the governing parameter for infiltration control is water entry head. The Washburn equation was found to provide reasonable estimates of experimentally observed water entry head, especially at large values of apparent contact angle. These results suggest that designing with water repellency is a plausible concept for infiltration control.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)GT.1943-5606.0001887</doi></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Byproducts Contact angle Fly ash Hydrophobicity Infiltration Porous media Repellency Sand Silica Silicon dioxide Soil water Technical Papers |
title | Apparent Contact Angle and Water Entry Head Measurements for Organo-Silane Modified Sand and Coal Fly Ash |
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