Variability of Settling Characteristics of Solids in Dry and Wet Weather Flows in Combined Sewers: Implications for CSO Treatment
Four devices developed for measuring settling velocity distributions of combined sewer overflow (CSO) solids were applied to dry and wet weather flow samples from an urban area serviced by combined sewers (Welland, ON, Canada). The settling column-based methods (the Aston, Brombach and US Environmen...
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creator | Krishnappan, B. G. Exall, K. Marsalek, J. Rochfort, Q. Kydd, S. Baker, M. Stephens, R. P. |
description | Four devices developed for measuring settling velocity distributions of combined sewer overflow (CSO) solids were applied to dry and wet weather flow samples from an urban area serviced by combined sewers (Welland, ON, Canada). The settling column-based methods (the Aston, Brombach and US Environmental Protection Agency columns) produced comparable results indicating minimal differences in settleability of dry and wet weather samples. The elutriation apparatus, which assessed settling velocities in a flowing medium, indicated higher settleabilities than the column methods. This was attributed to enhanced opportunities for particle coalescence in the flowing medium, which should better approximate actual sedimentation conditions. While the elutriation apparatus also indicated larger differences in settleabilities between dry and wet weather samples than the column methods, this difference was not statistically significant. Experimental distributions of particle settling velocities were approximated by a mathematical function, which was then used to estimate partial settling of total suspended solids (TSS) with settling velocities smaller than the clarifier overflow rate. The TSS removal target of 50%, which is applicable to CSOs in Ontario, could be met for overflow rates ranging from 4.7 to 6.8 m/h, for dry and wet weather flows, respectively, based on the average settling velocities measured. Experimental data collected in the study indicate that the design of CSO storage and settling facilities is affected, among other factors, by both the apparatus used to assess CSO settleability and the inter-event variability of CSO settling characteristics. |
doi_str_mv | 10.1007/s11270-012-1085-9 |
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G. ; Exall, K. ; Marsalek, J. ; Rochfort, Q. ; Kydd, S. ; Baker, M. ; Stephens, R. P.</creator><creatorcontrib>Krishnappan, B. G. ; Exall, K. ; Marsalek, J. ; Rochfort, Q. ; Kydd, S. ; Baker, M. ; Stephens, R. P.</creatorcontrib><description>Four devices developed for measuring settling velocity distributions of combined sewer overflow (CSO) solids were applied to dry and wet weather flow samples from an urban area serviced by combined sewers (Welland, ON, Canada). The settling column-based methods (the Aston, Brombach and US Environmental Protection Agency columns) produced comparable results indicating minimal differences in settleability of dry and wet weather samples. The elutriation apparatus, which assessed settling velocities in a flowing medium, indicated higher settleabilities than the column methods. This was attributed to enhanced opportunities for particle coalescence in the flowing medium, which should better approximate actual sedimentation conditions. While the elutriation apparatus also indicated larger differences in settleabilities between dry and wet weather samples than the column methods, this difference was not statistically significant. Experimental distributions of particle settling velocities were approximated by a mathematical function, which was then used to estimate partial settling of total suspended solids (TSS) with settling velocities smaller than the clarifier overflow rate. The TSS removal target of 50%, which is applicable to CSOs in Ontario, could be met for overflow rates ranging from 4.7 to 6.8 m/h, for dry and wet weather flows, respectively, based on the average settling velocities measured. Experimental data collected in the study indicate that the design of CSO storage and settling facilities is affected, among other factors, by both the apparatus used to assess CSO settleability and the inter-event variability of CSO settling characteristics.</description><identifier>ISSN: 0049-6979</identifier><identifier>EISSN: 1573-2932</identifier><identifier>DOI: 10.1007/s11270-012-1085-9</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Atmospheric Protection/Air Quality Control/Air Pollution ; Climate Change/Climate Change Impacts ; Climatology ; Coalescence ; Combined sewer overflows ; Design ; Design and construction ; Drying ; Earth and Environmental Science ; Environment ; Environmental monitoring ; Environmental protection ; Flow velocity ; Hydrogeology ; Mathematical analysis ; Mathematical functions ; Municipal solid waste ; Overflow ; Rain ; Samples ; Settling ; Settling velocity ; Sewer systems ; Sewers ; Soil Science & Conservation ; Statistical analysis ; Statistical methods ; Stormwater management ; Studies ; Total suspended solids ; Urban areas ; Velocity ; Water pollution ; Water Quality/Water Pollution ; Weather</subject><ispartof>Water, air, and soil pollution, 2012-07, Vol.223 (6), p.3021-3032</ispartof><rights>Crown Copyright as represented by: John Lawrence 2012</rights><rights>COPYRIGHT 2012 Springer</rights><rights>Springer Science+Business Media B.V. 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c388t-68fbe664b94b7a726f4eb3291e2cd28364eb4620477d3c5c7dc5d81f4c804f563</citedby><cites>FETCH-LOGICAL-c388t-68fbe664b94b7a726f4eb3291e2cd28364eb4620477d3c5c7dc5d81f4c804f563</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11270-012-1085-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11270-012-1085-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,41486,42555,51317</link.rule.ids></links><search><creatorcontrib>Krishnappan, B. G.</creatorcontrib><creatorcontrib>Exall, K.</creatorcontrib><creatorcontrib>Marsalek, J.</creatorcontrib><creatorcontrib>Rochfort, Q.</creatorcontrib><creatorcontrib>Kydd, S.</creatorcontrib><creatorcontrib>Baker, M.</creatorcontrib><creatorcontrib>Stephens, R. P.</creatorcontrib><title>Variability of Settling Characteristics of Solids in Dry and Wet Weather Flows in Combined Sewers: Implications for CSO Treatment</title><title>Water, air, and soil pollution</title><addtitle>Water Air Soil Pollut</addtitle><description>Four devices developed for measuring settling velocity distributions of combined sewer overflow (CSO) solids were applied to dry and wet weather flow samples from an urban area serviced by combined sewers (Welland, ON, Canada). The settling column-based methods (the Aston, Brombach and US Environmental Protection Agency columns) produced comparable results indicating minimal differences in settleability of dry and wet weather samples. The elutriation apparatus, which assessed settling velocities in a flowing medium, indicated higher settleabilities than the column methods. This was attributed to enhanced opportunities for particle coalescence in the flowing medium, which should better approximate actual sedimentation conditions. While the elutriation apparatus also indicated larger differences in settleabilities between dry and wet weather samples than the column methods, this difference was not statistically significant. Experimental distributions of particle settling velocities were approximated by a mathematical function, which was then used to estimate partial settling of total suspended solids (TSS) with settling velocities smaller than the clarifier overflow rate. The TSS removal target of 50%, which is applicable to CSOs in Ontario, could be met for overflow rates ranging from 4.7 to 6.8 m/h, for dry and wet weather flows, respectively, based on the average settling velocities measured. Experimental data collected in the study indicate that the design of CSO storage and settling facilities is affected, among other factors, by both the apparatus used to assess CSO settleability and the inter-event variability of CSO settling characteristics.</description><subject>Atmospheric Protection/Air Quality Control/Air Pollution</subject><subject>Climate Change/Climate Change Impacts</subject><subject>Climatology</subject><subject>Coalescence</subject><subject>Combined sewer overflows</subject><subject>Design</subject><subject>Design and construction</subject><subject>Drying</subject><subject>Earth and Environmental Science</subject><subject>Environment</subject><subject>Environmental monitoring</subject><subject>Environmental protection</subject><subject>Flow velocity</subject><subject>Hydrogeology</subject><subject>Mathematical analysis</subject><subject>Mathematical functions</subject><subject>Municipal solid waste</subject><subject>Overflow</subject><subject>Rain</subject><subject>Samples</subject><subject>Settling</subject><subject>Settling velocity</subject><subject>Sewer systems</subject><subject>Sewers</subject><subject>Soil Science & Conservation</subject><subject>Statistical analysis</subject><subject>Statistical methods</subject><subject>Stormwater management</subject><subject>Studies</subject><subject>Total suspended solids</subject><subject>Urban areas</subject><subject>Velocity</subject><subject>Water pollution</subject><subject>Water Quality/Water Pollution</subject><subject>Weather</subject><issn>0049-6979</issn><issn>1573-2932</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1kU1rFTEUhgdR8Fr9Ae4CbtxMm4-ZfLgro9VCoYtWXYZM5uQ2ZSa5JrmUu_Sfm3unCxFMCIfkPO_LIW_TvCf4nGAsLjIhVOAWE9oSLPtWvWg2pBespYrRl80G4061XAn1unmT8yOuS0mxaX7_MMmb0c--HFB06A5KmX3YouHBJGMLJJ-Lt_nUi7OfMvIBfU4HZMKEfkKpx5QHSOhqjk-n5hCX0QeYqtcTpPwJXS-72VtTfAwZuZjQcHeL7lPVLRDK2-aVM3OGd8_1rPl-9eV--Nbe3H69Hi5vWsukLC2XbgTOu1F1ozCCctfByKgiQO1EJeP12nGKOyEmZnsrJttPkrjOSty5nrOz5uPqu0vx1x5y0YvPFubZBIj7rAlW7GjAZEU__IM-xn0KdbpKEckZp52o1PlKbc0M2gcXS_2xuidYvI0BnK_vl4xj1kt2EpBVYFPMOYHTu-QXkw7VVR9T1GuKuqaojylqVTV01eTKhi2kv0f5n-gPIWae7Q</recordid><startdate>20120701</startdate><enddate>20120701</enddate><creator>Krishnappan, B. 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G.</au><au>Exall, K.</au><au>Marsalek, J.</au><au>Rochfort, Q.</au><au>Kydd, S.</au><au>Baker, M.</au><au>Stephens, R. P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Variability of Settling Characteristics of Solids in Dry and Wet Weather Flows in Combined Sewers: Implications for CSO Treatment</atitle><jtitle>Water, air, and soil pollution</jtitle><stitle>Water Air Soil Pollut</stitle><date>2012-07-01</date><risdate>2012</risdate><volume>223</volume><issue>6</issue><spage>3021</spage><epage>3032</epage><pages>3021-3032</pages><issn>0049-6979</issn><eissn>1573-2932</eissn><abstract>Four devices developed for measuring settling velocity distributions of combined sewer overflow (CSO) solids were applied to dry and wet weather flow samples from an urban area serviced by combined sewers (Welland, ON, Canada). The settling column-based methods (the Aston, Brombach and US Environmental Protection Agency columns) produced comparable results indicating minimal differences in settleability of dry and wet weather samples. The elutriation apparatus, which assessed settling velocities in a flowing medium, indicated higher settleabilities than the column methods. This was attributed to enhanced opportunities for particle coalescence in the flowing medium, which should better approximate actual sedimentation conditions. While the elutriation apparatus also indicated larger differences in settleabilities between dry and wet weather samples than the column methods, this difference was not statistically significant. Experimental distributions of particle settling velocities were approximated by a mathematical function, which was then used to estimate partial settling of total suspended solids (TSS) with settling velocities smaller than the clarifier overflow rate. The TSS removal target of 50%, which is applicable to CSOs in Ontario, could be met for overflow rates ranging from 4.7 to 6.8 m/h, for dry and wet weather flows, respectively, based on the average settling velocities measured. Experimental data collected in the study indicate that the design of CSO storage and settling facilities is affected, among other factors, by both the apparatus used to assess CSO settleability and the inter-event variability of CSO settling characteristics.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s11270-012-1085-9</doi><tpages>12</tpages></addata></record> |
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subjects | Atmospheric Protection/Air Quality Control/Air Pollution Climate Change/Climate Change Impacts Climatology Coalescence Combined sewer overflows Design Design and construction Drying Earth and Environmental Science Environment Environmental monitoring Environmental protection Flow velocity Hydrogeology Mathematical analysis Mathematical functions Municipal solid waste Overflow Rain Samples Settling Settling velocity Sewer systems Sewers Soil Science & Conservation Statistical analysis Statistical methods Stormwater management Studies Total suspended solids Urban areas Velocity Water pollution Water Quality/Water Pollution Weather |
title | Variability of Settling Characteristics of Solids in Dry and Wet Weather Flows in Combined Sewers: Implications for CSO Treatment |
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