Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan

This study was conducted with the objective to develop a treatment system that can effectively reduce the elevated level of pollutants in textile effluent at primary stage of conventional wastewater treatment plant. Alum sludge, chitosan, and combination of alum sludge and chitosan coagulants were u...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Desalination and water treatment 2016-04, Vol.57 (16), p.7280-7286
Hauptverfasser: Asif, Muhammad Bilal, Majeed, Nadeem, Iftekhar, Sidra, Habib, Rasikh, Fida, Sadia, Tabraiz, Shamas
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 7286
container_issue 16
container_start_page 7280
container_title Desalination and water treatment
container_volume 57
creator Asif, Muhammad Bilal
Majeed, Nadeem
Iftekhar, Sidra
Habib, Rasikh
Fida, Sadia
Tabraiz, Shamas
description This study was conducted with the objective to develop a treatment system that can effectively reduce the elevated level of pollutants in textile effluent at primary stage of conventional wastewater treatment plant. Alum sludge, chitosan, and combination of alum sludge and chitosan coagulants were used as the replacement of conventional coagulants such as alum, etc. The performance of chemically enhanced primary treatment (CEPT) options was evaluated by measuring the supernatant residual total suspended solids (TSS), color, and chemical oxygen demand (COD) concentrations at various coagulants doses. In all CEPT options, TSS and color removal exceeded 95 and 85%, respectively. Use of alum sludge at the optimum dose of 400–500 ppm was not economical, due to high sludge production and higher cost associated with sludge disposal. Chitosan alone at optimum dose of 18 ppm resulted in enhanced COD removal as compared with other CEPT options. The use of chitosan in combination with alum sludge reduced the optimum dose of alum sludge and sludge production by 37.5 and 45.5%, respectively. Results also confirmed that CEPT options can also be used for decolorization of textile effluent.
doi_str_mv 10.1080/19443994.2015.1015448
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1793272195</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1944398624024561</els_id><sourcerecordid>1793272195</sourcerecordid><originalsourceid>FETCH-LOGICAL-c403t-6464d4e91aebfbbb137175d199791db8f54d2bc9cecff61cfbbe5190ea0dbbb03</originalsourceid><addsrcrecordid>eNqNkU9LAzEQxRdRsGg_ghDw4qU12U12NyeR4j8oeFHwFrLJpE3J7tYkK_bbm6UVxIvOZYbHbwbmvSy7IHhOcI2vCae04JzOc0xYkgijtD7KJqM-K3hdHv-YT7NpCBucitGK0XySvS3W0Folndsh6NayU6DR1ttW-h2KHmRsoYuoNyjCZ7QOEBjjhlEbgu1WSLqhRcENegVIdhqptY19kN15dmKkCzA99LPs9f7uZfE4Wz4_PC1ulzNFcRFnJS2ppsCJhMY0TUOKilRME84rTnRTG0Z13iiuQBlTEpUYYIRjkFgnHBdn2dX-7tb37wOEKFobFDgnO-iHIEjFi7zKCWf_QKuizmte5gm9_IVu-sF36ZFElYSWPKc8UWxPKd-H4MGIg3OCYDGmI77TEWM64pBO2rvZ70Ey5sOCF0FZGK23HlQUurd_XPgCQb2WmQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1761469249</pqid></control><display><type>article</type><title>Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan</title><source>Alma/SFX Local Collection</source><creator>Asif, Muhammad Bilal ; Majeed, Nadeem ; Iftekhar, Sidra ; Habib, Rasikh ; Fida, Sadia ; Tabraiz, Shamas</creator><creatorcontrib>Asif, Muhammad Bilal ; Majeed, Nadeem ; Iftekhar, Sidra ; Habib, Rasikh ; Fida, Sadia ; Tabraiz, Shamas</creatorcontrib><description>This study was conducted with the objective to develop a treatment system that can effectively reduce the elevated level of pollutants in textile effluent at primary stage of conventional wastewater treatment plant. Alum sludge, chitosan, and combination of alum sludge and chitosan coagulants were used as the replacement of conventional coagulants such as alum, etc. The performance of chemically enhanced primary treatment (CEPT) options was evaluated by measuring the supernatant residual total suspended solids (TSS), color, and chemical oxygen demand (COD) concentrations at various coagulants doses. In all CEPT options, TSS and color removal exceeded 95 and 85%, respectively. Use of alum sludge at the optimum dose of 400–500 ppm was not economical, due to high sludge production and higher cost associated with sludge disposal. Chitosan alone at optimum dose of 18 ppm resulted in enhanced COD removal as compared with other CEPT options. The use of chitosan in combination with alum sludge reduced the optimum dose of alum sludge and sludge production by 37.5 and 45.5%, respectively. Results also confirmed that CEPT options can also be used for decolorization of textile effluent.</description><identifier>ISSN: 1944-3986</identifier><identifier>ISSN: 1944-3994</identifier><identifier>EISSN: 1944-3986</identifier><identifier>DOI: 10.1080/19443994.2015.1015448</identifier><language>eng</language><publisher>Abingdon: Elsevier Inc</publisher><subject>Alum ; Alum sludge ; Cationic polymer ; CEPT ; Chemical oxygen demand ; Chitosan ; Coagulants ; COD ; Color removal ; Effluents ; Optimization ; Pollution levels ; Sludge ; Sludge disposal ; Textile effluent ; Textile industry wastes ; Textile industry wastewaters ; Textiles ; Total suspended solids ; Wastewater treatment plants</subject><ispartof>Desalination and water treatment, 2016-04, Vol.57 (16), p.7280-7286</ispartof><rights>2015 Elsevier Inc.</rights><rights>2015 Balaban Desalination Publications. All rights reserved.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c403t-6464d4e91aebfbbb137175d199791db8f54d2bc9cecff61cfbbe5190ea0dbbb03</citedby><cites>FETCH-LOGICAL-c403t-6464d4e91aebfbbb137175d199791db8f54d2bc9cecff61cfbbe5190ea0dbbb03</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Asif, Muhammad Bilal</creatorcontrib><creatorcontrib>Majeed, Nadeem</creatorcontrib><creatorcontrib>Iftekhar, Sidra</creatorcontrib><creatorcontrib>Habib, Rasikh</creatorcontrib><creatorcontrib>Fida, Sadia</creatorcontrib><creatorcontrib>Tabraiz, Shamas</creatorcontrib><title>Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan</title><title>Desalination and water treatment</title><description>This study was conducted with the objective to develop a treatment system that can effectively reduce the elevated level of pollutants in textile effluent at primary stage of conventional wastewater treatment plant. Alum sludge, chitosan, and combination of alum sludge and chitosan coagulants were used as the replacement of conventional coagulants such as alum, etc. The performance of chemically enhanced primary treatment (CEPT) options was evaluated by measuring the supernatant residual total suspended solids (TSS), color, and chemical oxygen demand (COD) concentrations at various coagulants doses. In all CEPT options, TSS and color removal exceeded 95 and 85%, respectively. Use of alum sludge at the optimum dose of 400–500 ppm was not economical, due to high sludge production and higher cost associated with sludge disposal. Chitosan alone at optimum dose of 18 ppm resulted in enhanced COD removal as compared with other CEPT options. The use of chitosan in combination with alum sludge reduced the optimum dose of alum sludge and sludge production by 37.5 and 45.5%, respectively. Results also confirmed that CEPT options can also be used for decolorization of textile effluent.</description><subject>Alum</subject><subject>Alum sludge</subject><subject>Cationic polymer</subject><subject>CEPT</subject><subject>Chemical oxygen demand</subject><subject>Chitosan</subject><subject>Coagulants</subject><subject>COD</subject><subject>Color removal</subject><subject>Effluents</subject><subject>Optimization</subject><subject>Pollution levels</subject><subject>Sludge</subject><subject>Sludge disposal</subject><subject>Textile effluent</subject><subject>Textile industry wastes</subject><subject>Textile industry wastewaters</subject><subject>Textiles</subject><subject>Total suspended solids</subject><subject>Wastewater treatment plants</subject><issn>1944-3986</issn><issn>1944-3994</issn><issn>1944-3986</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqNkU9LAzEQxRdRsGg_ghDw4qU12U12NyeR4j8oeFHwFrLJpE3J7tYkK_bbm6UVxIvOZYbHbwbmvSy7IHhOcI2vCae04JzOc0xYkgijtD7KJqM-K3hdHv-YT7NpCBucitGK0XySvS3W0Folndsh6NayU6DR1ttW-h2KHmRsoYuoNyjCZ7QOEBjjhlEbgu1WSLqhRcENegVIdhqptY19kN15dmKkCzA99LPs9f7uZfE4Wz4_PC1ulzNFcRFnJS2ppsCJhMY0TUOKilRME84rTnRTG0Z13iiuQBlTEpUYYIRjkFgnHBdn2dX-7tb37wOEKFobFDgnO-iHIEjFi7zKCWf_QKuizmte5gm9_IVu-sF36ZFElYSWPKc8UWxPKd-H4MGIg3OCYDGmI77TEWM64pBO2rvZ70Ey5sOCF0FZGK23HlQUurd_XPgCQb2WmQ</recordid><startdate>20160401</startdate><enddate>20160401</enddate><creator>Asif, Muhammad Bilal</creator><creator>Majeed, Nadeem</creator><creator>Iftekhar, Sidra</creator><creator>Habib, Rasikh</creator><creator>Fida, Sadia</creator><creator>Tabraiz, Shamas</creator><general>Elsevier Inc</general><general>Elsevier Limited</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7QL</scope><scope>7QO</scope><scope>7ST</scope><scope>7T7</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>H97</scope><scope>KR7</scope><scope>L.G</scope><scope>M7N</scope><scope>P64</scope><scope>SOI</scope><scope>7TV</scope></search><sort><creationdate>20160401</creationdate><title>Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan</title><author>Asif, Muhammad Bilal ; Majeed, Nadeem ; Iftekhar, Sidra ; Habib, Rasikh ; Fida, Sadia ; Tabraiz, Shamas</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c403t-6464d4e91aebfbbb137175d199791db8f54d2bc9cecff61cfbbe5190ea0dbbb03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Alum</topic><topic>Alum sludge</topic><topic>Cationic polymer</topic><topic>CEPT</topic><topic>Chemical oxygen demand</topic><topic>Chitosan</topic><topic>Coagulants</topic><topic>COD</topic><topic>Color removal</topic><topic>Effluents</topic><topic>Optimization</topic><topic>Pollution levels</topic><topic>Sludge</topic><topic>Sludge disposal</topic><topic>Textile effluent</topic><topic>Textile industry wastes</topic><topic>Textile industry wastewaters</topic><topic>Textiles</topic><topic>Total suspended solids</topic><topic>Wastewater treatment plants</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Asif, Muhammad Bilal</creatorcontrib><creatorcontrib>Majeed, Nadeem</creatorcontrib><creatorcontrib>Iftekhar, Sidra</creatorcontrib><creatorcontrib>Habib, Rasikh</creatorcontrib><creatorcontrib>Fida, Sadia</creatorcontrib><creatorcontrib>Tabraiz, Shamas</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Bacteriology Abstracts (Microbiology B)</collection><collection>Biotechnology Research Abstracts</collection><collection>Environment Abstracts</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Oceanic 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 &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 3: Aquatic Pollution &amp; Environmental Quality</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Algology Mycology and Protozoology Abstracts (Microbiology C)</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><jtitle>Desalination and water treatment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Asif, Muhammad Bilal</au><au>Majeed, Nadeem</au><au>Iftekhar, Sidra</au><au>Habib, Rasikh</au><au>Fida, Sadia</au><au>Tabraiz, Shamas</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan</atitle><jtitle>Desalination and water treatment</jtitle><date>2016-04-01</date><risdate>2016</risdate><volume>57</volume><issue>16</issue><spage>7280</spage><epage>7286</epage><pages>7280-7286</pages><issn>1944-3986</issn><issn>1944-3994</issn><eissn>1944-3986</eissn><abstract>This study was conducted with the objective to develop a treatment system that can effectively reduce the elevated level of pollutants in textile effluent at primary stage of conventional wastewater treatment plant. Alum sludge, chitosan, and combination of alum sludge and chitosan coagulants were used as the replacement of conventional coagulants such as alum, etc. The performance of chemically enhanced primary treatment (CEPT) options was evaluated by measuring the supernatant residual total suspended solids (TSS), color, and chemical oxygen demand (COD) concentrations at various coagulants doses. In all CEPT options, TSS and color removal exceeded 95 and 85%, respectively. Use of alum sludge at the optimum dose of 400–500 ppm was not economical, due to high sludge production and higher cost associated with sludge disposal. Chitosan alone at optimum dose of 18 ppm resulted in enhanced COD removal as compared with other CEPT options. The use of chitosan in combination with alum sludge reduced the optimum dose of alum sludge and sludge production by 37.5 and 45.5%, respectively. Results also confirmed that CEPT options can also be used for decolorization of textile effluent.</abstract><cop>Abingdon</cop><pub>Elsevier Inc</pub><doi>10.1080/19443994.2015.1015448</doi><tpages>7</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1944-3986
ispartof Desalination and water treatment, 2016-04, Vol.57 (16), p.7280-7286
issn 1944-3986
1944-3994
1944-3986
language eng
recordid cdi_proquest_miscellaneous_1793272195
source Alma/SFX Local Collection
subjects Alum
Alum sludge
Cationic polymer
CEPT
Chemical oxygen demand
Chitosan
Coagulants
COD
Color removal
Effluents
Optimization
Pollution levels
Sludge
Sludge disposal
Textile effluent
Textile industry wastes
Textile industry wastewaters
Textiles
Total suspended solids
Wastewater treatment plants
title Chemically enhanced primary treatment of textile effluent using alum sludge and chitosan
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T20%3A29%3A34IST&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=Chemically%20enhanced%20primary%20treatment%20of%20textile%20effluent%20using%20alum%20sludge%20and%20chitosan&rft.jtitle=Desalination%20and%20water%20treatment&rft.au=Asif,%20Muhammad%20Bilal&rft.date=2016-04-01&rft.volume=57&rft.issue=16&rft.spage=7280&rft.epage=7286&rft.pages=7280-7286&rft.issn=1944-3986&rft.eissn=1944-3986&rft_id=info:doi/10.1080/19443994.2015.1015448&rft_dat=%3Cproquest_cross%3E1793272195%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=1761469249&rft_id=info:pmid/&rft_els_id=S1944398624024561&rfr_iscdi=true