Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers

Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of environmental engineering (New York, N.Y.) N.Y.), 2004-12, Vol.130 (12), p.1481-1487
Hauptverfasser: Lin, W. W, Sung, S. S, Chen, L. C, Chung, H. Y, Wang, C. C, Wu, R. M, Lee, D. J, Huang, Chihpin, Juang, R. S, Peng, X. F, Chang, Hsi-Lih
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 1487
container_issue 12
container_start_page 1481
container_title Journal of environmental engineering (New York, N.Y.)
container_volume 130
creator Lin, W. W
Sung, S. S
Chen, L. C
Chung, H. Y
Wang, C. C
Wu, R. M
Lee, D. J
Huang, Chihpin
Juang, R. S
Peng, X. F
Chang, Hsi-Lih
description Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the conventional coagulation-clarification process (the "single-stage process"), seriously threatening drinking water quality. Consequently, the PingTsan Water Works included a pretreatment stage before the single-stage process to enhance treatment efficiency. The performance of this full-scale "two-stage process" for treating high-turbidity storm water was monitored on November 9 to 10, 2000. The two-stage process achieved a stable blanket and good quality clarified water that was insensitive to variation in raw water turbidity or PACl dose. Pilot tests were also conducted on October 6 to 7, 2001 to reveal performance differences between the single-stage and two-stage processes in dealing with high-turbidity water. The single-stage process yielded a blanket that was sensitive to PACl change. Not only was the produced blanket easily washed out when the PACl dose was step-decreased, it was also slow to recover when the chemical dosage was returned to its original value. The blanket yielded by the two-stage process was more robust to low coagulant dose, and recovered more easily when coagulant supply was increased. Applying the two-stage process to achieve the same effluent quality from single-stage process could significantly reduce total PACl dosage.
doi_str_mv 10.1061/(ASCE)0733-9372(2004)130:12(1481)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_28457228</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>308296403</sourcerecordid><originalsourceid>FETCH-LOGICAL-a449t-469e986c857e9e00dd7080c1874eca48cfa2481a3ec08156acf616e68bb1fb2c3</originalsourceid><addsrcrecordid>eNqFkUFPGzEQha2qlZoC_2EvRclhy4zXsb2coGkCVEg5JBFSL5bjzFLTJQv27oF_X1uB9oglyxr56b2nbxibIHxDkHg2vlzN5hNQVVXWleJjDiAmWME58jEKjZMPbIS1qEqlFXxko3_Kz-xLjA8AKGStRmyxDmR7v78vrv3973I9hK3f-f6luLM9hWIT89diaNty5WxLxaLtXPG9tfs_1Bez1gbfeArxmH1qbBvp5PU9YpvFfD27Lm-XVzezy9vSClH3ZcqkWkunp4pqAtjtFGhwqJUgZ4V2jeWpvK3IgcaptK6RKEnq7RabLXfVETs9-D6F7nmg2JtHHx21qRB1QzRci6niXL8rRIl1uioJLw5CF7oYAzXmKfhHG14MgsmojcmoTQZoMkCTUZuE2iA3GXWy-PqaZWOC1AS7dz7-95Fco5I56tdBl2RkHroh7BMr83M5n__YQFpJBfkgz9vReBjeWrxX4i_Ygpa6</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>16191617</pqid></control><display><type>article</type><title>Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><source>Business Source Complete</source><creator>Lin, W. W ; Sung, S. S ; Chen, L. C ; Chung, H. Y ; Wang, C. C ; Wu, R. M ; Lee, D. J ; Huang, Chihpin ; Juang, R. S ; Peng, X. F ; Chang, Hsi-Lih</creator><creatorcontrib>Lin, W. W ; Sung, S. S ; Chen, L. C ; Chung, H. Y ; Wang, C. C ; Wu, R. M ; Lee, D. J ; Huang, Chihpin ; Juang, R. S ; Peng, X. F ; Chang, Hsi-Lih</creatorcontrib><description>Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the conventional coagulation-clarification process (the "single-stage process"), seriously threatening drinking water quality. Consequently, the PingTsan Water Works included a pretreatment stage before the single-stage process to enhance treatment efficiency. The performance of this full-scale "two-stage process" for treating high-turbidity storm water was monitored on November 9 to 10, 2000. The two-stage process achieved a stable blanket and good quality clarified water that was insensitive to variation in raw water turbidity or PACl dose. Pilot tests were also conducted on October 6 to 7, 2001 to reveal performance differences between the single-stage and two-stage processes in dealing with high-turbidity water. The single-stage process yielded a blanket that was sensitive to PACl change. Not only was the produced blanket easily washed out when the PACl dose was step-decreased, it was also slow to recover when the chemical dosage was returned to its original value. The blanket yielded by the two-stage process was more robust to low coagulant dose, and recovered more easily when coagulant supply was increased. Applying the two-stage process to achieve the same effluent quality from single-stage process could significantly reduce total PACl dosage.</description><identifier>ISSN: 0733-9372</identifier><identifier>EISSN: 1943-7870</identifier><identifier>DOI: 10.1061/(ASCE)0733-9372(2004)130:12(1481)</identifier><identifier>CODEN: JOEEDU</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Chlorides ; Coagulants ; Drinking water ; Drinking water and swimming-pool water. Desalination ; Environmental engineering ; Exact sciences and technology ; Pollution ; Pretreatment ; TECHNICAL PAPERS ; Turbidity ; Water supply ; Water treatment and pollution</subject><ispartof>Journal of environmental engineering (New York, N.Y.), 2004-12, Vol.130 (12), p.1481-1487</ispartof><rights>Copyright © 2004 ASCE</rights><rights>2005 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a449t-469e986c857e9e00dd7080c1874eca48cfa2481a3ec08156acf616e68bb1fb2c3</citedby><cites>FETCH-LOGICAL-a449t-469e986c857e9e00dd7080c1874eca48cfa2481a3ec08156acf616e68bb1fb2c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9372(2004)130:12(1481)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9372(2004)130:12(1481)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=16281767$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lin, W. W</creatorcontrib><creatorcontrib>Sung, S. S</creatorcontrib><creatorcontrib>Chen, L. C</creatorcontrib><creatorcontrib>Chung, H. Y</creatorcontrib><creatorcontrib>Wang, C. C</creatorcontrib><creatorcontrib>Wu, R. M</creatorcontrib><creatorcontrib>Lee, D. J</creatorcontrib><creatorcontrib>Huang, Chihpin</creatorcontrib><creatorcontrib>Juang, R. S</creatorcontrib><creatorcontrib>Peng, X. F</creatorcontrib><creatorcontrib>Chang, Hsi-Lih</creatorcontrib><title>Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers</title><title>Journal of environmental engineering (New York, N.Y.)</title><description>Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the conventional coagulation-clarification process (the "single-stage process"), seriously threatening drinking water quality. Consequently, the PingTsan Water Works included a pretreatment stage before the single-stage process to enhance treatment efficiency. The performance of this full-scale "two-stage process" for treating high-turbidity storm water was monitored on November 9 to 10, 2000. The two-stage process achieved a stable blanket and good quality clarified water that was insensitive to variation in raw water turbidity or PACl dose. Pilot tests were also conducted on October 6 to 7, 2001 to reveal performance differences between the single-stage and two-stage processes in dealing with high-turbidity water. The single-stage process yielded a blanket that was sensitive to PACl change. Not only was the produced blanket easily washed out when the PACl dose was step-decreased, it was also slow to recover when the chemical dosage was returned to its original value. The blanket yielded by the two-stage process was more robust to low coagulant dose, and recovered more easily when coagulant supply was increased. Applying the two-stage process to achieve the same effluent quality from single-stage process could significantly reduce total PACl dosage.</description><subject>Applied sciences</subject><subject>Chlorides</subject><subject>Coagulants</subject><subject>Drinking water</subject><subject>Drinking water and swimming-pool water. Desalination</subject><subject>Environmental engineering</subject><subject>Exact sciences and technology</subject><subject>Pollution</subject><subject>Pretreatment</subject><subject>TECHNICAL PAPERS</subject><subject>Turbidity</subject><subject>Water supply</subject><subject>Water treatment and pollution</subject><issn>0733-9372</issn><issn>1943-7870</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNqFkUFPGzEQha2qlZoC_2EvRclhy4zXsb2coGkCVEg5JBFSL5bjzFLTJQv27oF_X1uB9oglyxr56b2nbxibIHxDkHg2vlzN5hNQVVXWleJjDiAmWME58jEKjZMPbIS1qEqlFXxko3_Kz-xLjA8AKGStRmyxDmR7v78vrv3973I9hK3f-f6luLM9hWIT89diaNty5WxLxaLtXPG9tfs_1Bez1gbfeArxmH1qbBvp5PU9YpvFfD27Lm-XVzezy9vSClH3ZcqkWkunp4pqAtjtFGhwqJUgZ4V2jeWpvK3IgcaptK6RKEnq7RabLXfVETs9-D6F7nmg2JtHHx21qRB1QzRci6niXL8rRIl1uioJLw5CF7oYAzXmKfhHG14MgsmojcmoTQZoMkCTUZuE2iA3GXWy-PqaZWOC1AS7dz7-95Fco5I56tdBl2RkHroh7BMr83M5n__YQFpJBfkgz9vReBjeWrxX4i_Ygpa6</recordid><startdate>20041201</startdate><enddate>20041201</enddate><creator>Lin, W. W</creator><creator>Sung, S. S</creator><creator>Chen, L. C</creator><creator>Chung, H. Y</creator><creator>Wang, C. C</creator><creator>Wu, R. M</creator><creator>Lee, D. J</creator><creator>Huang, Chihpin</creator><creator>Juang, R. S</creator><creator>Peng, X. F</creator><creator>Chang, Hsi-Lih</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TV</scope><scope>7UA</scope><scope>C1K</scope><scope>7SU</scope><scope>7TA</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20041201</creationdate><title>Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers</title><author>Lin, W. W ; Sung, S. S ; Chen, L. C ; Chung, H. Y ; Wang, C. C ; Wu, R. M ; Lee, D. J ; Huang, Chihpin ; Juang, R. S ; Peng, X. F ; Chang, Hsi-Lih</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a449t-469e986c857e9e00dd7080c1874eca48cfa2481a3ec08156acf616e68bb1fb2c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>Applied sciences</topic><topic>Chlorides</topic><topic>Coagulants</topic><topic>Drinking water</topic><topic>Drinking water and swimming-pool water. Desalination</topic><topic>Environmental engineering</topic><topic>Exact sciences and technology</topic><topic>Pollution</topic><topic>Pretreatment</topic><topic>TECHNICAL PAPERS</topic><topic>Turbidity</topic><topic>Water supply</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lin, W. W</creatorcontrib><creatorcontrib>Sung, S. S</creatorcontrib><creatorcontrib>Chen, L. C</creatorcontrib><creatorcontrib>Chung, H. Y</creatorcontrib><creatorcontrib>Wang, C. C</creatorcontrib><creatorcontrib>Wu, R. M</creatorcontrib><creatorcontrib>Lee, D. J</creatorcontrib><creatorcontrib>Huang, Chihpin</creatorcontrib><creatorcontrib>Juang, R. S</creatorcontrib><creatorcontrib>Peng, X. F</creatorcontrib><creatorcontrib>Chang, Hsi-Lih</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Pollution Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environmental Engineering Abstracts</collection><collection>Materials Business File</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of environmental engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lin, W. W</au><au>Sung, S. S</au><au>Chen, L. C</au><au>Chung, H. Y</au><au>Wang, C. C</au><au>Wu, R. M</au><au>Lee, D. J</au><au>Huang, Chihpin</au><au>Juang, R. S</au><au>Peng, X. F</au><au>Chang, Hsi-Lih</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers</atitle><jtitle>Journal of environmental engineering (New York, N.Y.)</jtitle><date>2004-12-01</date><risdate>2004</risdate><volume>130</volume><issue>12</issue><spage>1481</spage><epage>1487</epage><pages>1481-1487</pages><issn>0733-9372</issn><eissn>1943-7870</eissn><coden>JOEEDU</coden><abstract>Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the conventional coagulation-clarification process (the "single-stage process"), seriously threatening drinking water quality. Consequently, the PingTsan Water Works included a pretreatment stage before the single-stage process to enhance treatment efficiency. The performance of this full-scale "two-stage process" for treating high-turbidity storm water was monitored on November 9 to 10, 2000. The two-stage process achieved a stable blanket and good quality clarified water that was insensitive to variation in raw water turbidity or PACl dose. Pilot tests were also conducted on October 6 to 7, 2001 to reveal performance differences between the single-stage and two-stage processes in dealing with high-turbidity water. The single-stage process yielded a blanket that was sensitive to PACl change. Not only was the produced blanket easily washed out when the PACl dose was step-decreased, it was also slow to recover when the chemical dosage was returned to its original value. The blanket yielded by the two-stage process was more robust to low coagulant dose, and recovered more easily when coagulant supply was increased. Applying the two-stage process to achieve the same effluent quality from single-stage process could significantly reduce total PACl dosage.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9372(2004)130:12(1481)</doi><tpages>7</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9372
ispartof Journal of environmental engineering (New York, N.Y.), 2004-12, Vol.130 (12), p.1481-1487
issn 0733-9372
1943-7870
language eng
recordid cdi_proquest_miscellaneous_28457228
source American Society of Civil Engineers:NESLI2:Journals:2014; Business Source Complete
subjects Applied sciences
Chlorides
Coagulants
Drinking water
Drinking water and swimming-pool water. Desalination
Environmental engineering
Exact sciences and technology
Pollution
Pretreatment
TECHNICAL PAPERS
Turbidity
Water supply
Water treatment and pollution
title Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T15%3A55%3A35IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Treating%20High-Turbidity%20Water%20Using%20Full-Scale%20Floc%20Blanket%20Clarifiers&rft.jtitle=Journal%20of%20environmental%20engineering%20(New%20York,%20N.Y.)&rft.au=Lin,%20W.%20W&rft.date=2004-12-01&rft.volume=130&rft.issue=12&rft.spage=1481&rft.epage=1487&rft.pages=1481-1487&rft.issn=0733-9372&rft.eissn=1943-7870&rft.coden=JOEEDU&rft_id=info:doi/10.1061/(ASCE)0733-9372(2004)130:12(1481)&rft_dat=%3Cproquest_cross%3E308296403%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=16191617&rft_id=info:pmid/&rfr_iscdi=true