Chlorine fate and transport in distribution systems: Experimental and modeling studies
It has become generally accepted that water quality can deteriorate in a distribution system through microbiological and chemical reactions in the bulk phase and/or at the pipe wall. The most serious aspect of water quality deterioration in a network is the loss of the disinfectant residual that can...
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creator | CLARK, ROBERT M. YANG, Y. JEFFREY IMPELLITTERI, CHRISTOPHER A. HAUGHT, ROY C. SCHUPP, DONALD A. PANGULURI, SRINIVAS KRISHNAN, E. RADHA |
description | It has become generally accepted that water quality can deteriorate in a distribution system through microbiological and chemical reactions in the bulk phase and/or at the pipe wall. The most serious aspect of water quality deterioration in a network is the loss of the disinfectant residual that can weaken the barrier against microbial contamination. Studies have suggested that one factor contributing to the loss of disinfectant residuals is the reaction between bulk‐phase disinfectants and pipe wall material. Free chlorine loss in corroded metal and polyvinyl chloride (PVC) pipes, subject to changes in velocity, was assessed during an experiment conducted under controlled conditions in a specially constructed pipe loop at the US Environmental Protection Agency's test and evaluation facility in Cincinnati, Ohio. These studies demonstrated that in older unlined metal pipes, the loss of chlorine residual increases with velocity but that wall demand in PVC was negligible. |
doi_str_mv | 10.1002/j.1551-8833.2010.tb10117.x |
format | Article |
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JEFFREY ; IMPELLITTERI, CHRISTOPHER A. ; HAUGHT, ROY C. ; SCHUPP, DONALD A. ; PANGULURI, SRINIVAS ; KRISHNAN, E. RADHA</creator><creatorcontrib>CLARK, ROBERT M. ; YANG, Y. JEFFREY ; IMPELLITTERI, CHRISTOPHER A. ; HAUGHT, ROY C. ; SCHUPP, DONALD A. ; PANGULURI, SRINIVAS ; KRISHNAN, E. RADHA</creatorcontrib><description>It has become generally accepted that water quality can deteriorate in a distribution system through microbiological and chemical reactions in the bulk phase and/or at the pipe wall. The most serious aspect of water quality deterioration in a network is the loss of the disinfectant residual that can weaken the barrier against microbial contamination. Studies have suggested that one factor contributing to the loss of disinfectant residuals is the reaction between bulk‐phase disinfectants and pipe wall material. Free chlorine loss in corroded metal and polyvinyl chloride (PVC) pipes, subject to changes in velocity, was assessed during an experiment conducted under controlled conditions in a specially constructed pipe loop at the US Environmental Protection Agency's test and evaluation facility in Cincinnati, Ohio. These studies demonstrated that in older unlined metal pipes, the loss of chlorine residual increases with velocity but that wall demand in PVC was negligible.</description><identifier>ISSN: 0003-150X</identifier><identifier>EISSN: 1551-8833</identifier><identifier>DOI: 10.1002/j.1551-8833.2010.tb10117.x</identifier><identifier>CODEN: JAWWA5</identifier><language>eng</language><publisher>Denver: American Water Works Association</publisher><subject>Antiseptics ; Biofilms ; Calibration ; Cast iron ; Chlorine ; Coefficients ; Corrosion ; Disinfection & disinfectants ; Distribution ; Distribution Systems ; Drinking water ; Energy consumption ; Environmental protection ; Flow rates ; Flow velocity ; Mass transfer ; Maximum flow ; Modeling ; Polyvinyl chloride ; Potable water ; PVC Pipe ; Residual Chlorine ; Steel pipes ; Studies ; Velocity ; Vinyl polymers ; water around the world ; Water distribution ; Water distribution systems ; Water pipes ; Water Quality ; Water utilities</subject><ispartof>Journal - American Water Works Association, 2010-05, Vol.102 (5), p.144-156</ispartof><rights>Copyright © 2010 American Water Works Association</rights><rights>2010 American Water Works Association</rights><rights>Copyright American Water Works Association May 2010</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4027-580535f6aae3e6e88f8ba1c7506b5794c18f8090b97dc9d84330cd8d1be216073</citedby><cites>FETCH-LOGICAL-c4027-580535f6aae3e6e88f8ba1c7506b5794c18f8090b97dc9d84330cd8d1be216073</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/41314138$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/41314138$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,780,784,803,1417,27924,27925,45574,45575,58017,58250</link.rule.ids></links><search><creatorcontrib>CLARK, ROBERT M.</creatorcontrib><creatorcontrib>YANG, Y. JEFFREY</creatorcontrib><creatorcontrib>IMPELLITTERI, CHRISTOPHER A.</creatorcontrib><creatorcontrib>HAUGHT, ROY C.</creatorcontrib><creatorcontrib>SCHUPP, DONALD A.</creatorcontrib><creatorcontrib>PANGULURI, SRINIVAS</creatorcontrib><creatorcontrib>KRISHNAN, E. RADHA</creatorcontrib><title>Chlorine fate and transport in distribution systems: Experimental and modeling studies</title><title>Journal - American Water Works Association</title><description>It has become generally accepted that water quality can deteriorate in a distribution system through microbiological and chemical reactions in the bulk phase and/or at the pipe wall. The most serious aspect of water quality deterioration in a network is the loss of the disinfectant residual that can weaken the barrier against microbial contamination. Studies have suggested that one factor contributing to the loss of disinfectant residuals is the reaction between bulk‐phase disinfectants and pipe wall material. Free chlorine loss in corroded metal and polyvinyl chloride (PVC) pipes, subject to changes in velocity, was assessed during an experiment conducted under controlled conditions in a specially constructed pipe loop at the US Environmental Protection Agency's test and evaluation facility in Cincinnati, Ohio. These studies demonstrated that in older unlined metal pipes, the loss of chlorine residual increases with velocity but that wall demand in PVC was negligible.</description><subject>Antiseptics</subject><subject>Biofilms</subject><subject>Calibration</subject><subject>Cast iron</subject><subject>Chlorine</subject><subject>Coefficients</subject><subject>Corrosion</subject><subject>Disinfection & disinfectants</subject><subject>Distribution</subject><subject>Distribution Systems</subject><subject>Drinking water</subject><subject>Energy consumption</subject><subject>Environmental protection</subject><subject>Flow rates</subject><subject>Flow velocity</subject><subject>Mass transfer</subject><subject>Maximum flow</subject><subject>Modeling</subject><subject>Polyvinyl chloride</subject><subject>Potable water</subject><subject>PVC Pipe</subject><subject>Residual Chlorine</subject><subject>Steel pipes</subject><subject>Studies</subject><subject>Velocity</subject><subject>Vinyl polymers</subject><subject>water around the world</subject><subject>Water distribution</subject><subject>Water distribution systems</subject><subject>Water pipes</subject><subject>Water Quality</subject><subject>Water utilities</subject><issn>0003-150X</issn><issn>1551-8833</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</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>eNqVkMtu2zAQRYmiAeo6-YQCQjZdyZ0RRYnOzjCStkCAbPLaEZQ0ainIpEtSiP33pR_IorsuiOHM3HtBHsauERYIUHwbFigE5lJyviggTWODgFgvdh_Y7H31kc0AgOco4PUT-xzCkFoUWM7Y8_r36LyxlPU6UqZtl0Wvbdg6HzNjs86E6E0zReNsFvYh0ibcZLe7LXmzIRv1ePRsXEejsb-yEKfOULhkF70eA12d65w93d0-rn_k9w_ff65X93lbQlHnQoLgoq-0Jk4VSdnLRmNbC6gaUS_LFtMEltAs665ddrLkHNpOdthQgRXUfM6-nnK33v2ZKES1MaGlcdSW3BSUrIDLiiNPyut_lIObvE2PU7wStRCFFEl0cxK13oXgqVfb9E3t9wpBHYCrQR2oqgNVdQCuzsDVLplXJ_ObGWn_H061enlZHe8p48spYwjR-feMEjmmI_lfDTeShA</recordid><startdate>201005</startdate><enddate>201005</enddate><creator>CLARK, ROBERT M.</creator><creator>YANG, Y. 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JEFFREY</au><au>IMPELLITTERI, CHRISTOPHER A.</au><au>HAUGHT, ROY C.</au><au>SCHUPP, DONALD A.</au><au>PANGULURI, SRINIVAS</au><au>KRISHNAN, E. RADHA</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Chlorine fate and transport in distribution systems: Experimental and modeling studies</atitle><jtitle>Journal - American Water Works Association</jtitle><date>2010-05</date><risdate>2010</risdate><volume>102</volume><issue>5</issue><spage>144</spage><epage>156</epage><pages>144-156</pages><issn>0003-150X</issn><eissn>1551-8833</eissn><coden>JAWWA5</coden><abstract>It has become generally accepted that water quality can deteriorate in a distribution system through microbiological and chemical reactions in the bulk phase and/or at the pipe wall. The most serious aspect of water quality deterioration in a network is the loss of the disinfectant residual that can weaken the barrier against microbial contamination. Studies have suggested that one factor contributing to the loss of disinfectant residuals is the reaction between bulk‐phase disinfectants and pipe wall material. Free chlorine loss in corroded metal and polyvinyl chloride (PVC) pipes, subject to changes in velocity, was assessed during an experiment conducted under controlled conditions in a specially constructed pipe loop at the US Environmental Protection Agency's test and evaluation facility in Cincinnati, Ohio. These studies demonstrated that in older unlined metal pipes, the loss of chlorine residual increases with velocity but that wall demand in PVC was negligible.</abstract><cop>Denver</cop><pub>American Water Works Association</pub><doi>10.1002/j.1551-8833.2010.tb10117.x</doi><tpages>13</tpages></addata></record> |
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subjects | Antiseptics Biofilms Calibration Cast iron Chlorine Coefficients Corrosion Disinfection & disinfectants Distribution Distribution Systems Drinking water Energy consumption Environmental protection Flow rates Flow velocity Mass transfer Maximum flow Modeling Polyvinyl chloride Potable water PVC Pipe Residual Chlorine Steel pipes Studies Velocity Vinyl polymers water around the world Water distribution Water distribution systems Water pipes Water Quality Water utilities |
title | Chlorine fate and transport in distribution systems: Experimental and modeling studies |
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