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Biosorption and biodegradation of pentachlorophenol (PCP) in an upflow anaerobic sludge blanket (UASB) reactor
In order to understand the fate of PCP in upflow anaerobic sludge blanket reactor (UASB) more completely, the sorption and biodegradation of pentachlorophenol (PCP) by anaerobic sludge granules were investigated. The anaerobic granular sludge degrading PCP was formed in UASB reactor, which was seede...
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Published in: | Biodegradation (Dordrecht) 2007-10, Vol.18 (5), p.617-624 |
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description | In order to understand the fate of PCP in upflow anaerobic sludge blanket reactor (UASB) more completely, the sorption and biodegradation of pentachlorophenol (PCP) by anaerobic sludge granules were investigated. The anaerobic granular sludge degrading PCP was formed in UASB reactor, which was seeded with anaerobic sludge acclimated by chlorophenols. At the hydraulic retention time (HRT) of 20-22 h, and PCP loading rate of 200-220 mg l-¹ d-¹, UASB reactor exhibited good performance in treating wastewater which containing 170-180 mg l-¹ PCP and the PCP removal rate of 99.5% was achieved. Sequential appearance of tetra-, tri-, di-, and mono-chlorophenol was observed in the reactor effluent after 20 mg l-¹ PCP introduction. Sorption and desorption of PCP on the anaerobic sludge granules were all fitted to the Freundlich isotherm equation. Sorption of PCP was partly irreversible. The Freundlich equation could describe the behavior of PCP amount sorbed by granular sludge in anaerobic reactor reasonably well. The results demonstrated that the main mechanism leading to removal of PCP on anaerobic granular sludge was biodegradation, not sorption or volatization. |
doi_str_mv | 10.1007/s10532-006-9094-2 |
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The anaerobic granular sludge degrading PCP was formed in UASB reactor, which was seeded with anaerobic sludge acclimated by chlorophenols. At the hydraulic retention time (HRT) of 20-22 h, and PCP loading rate of 200-220 mg l-¹ d-¹, UASB reactor exhibited good performance in treating wastewater which containing 170-180 mg l-¹ PCP and the PCP removal rate of 99.5% was achieved. Sequential appearance of tetra-, tri-, di-, and mono-chlorophenol was observed in the reactor effluent after 20 mg l-¹ PCP introduction. Sorption and desorption of PCP on the anaerobic sludge granules were all fitted to the Freundlich isotherm equation. Sorption of PCP was partly irreversible. The Freundlich equation could describe the behavior of PCP amount sorbed by granular sludge in anaerobic reactor reasonably well. The results demonstrated that the main mechanism leading to removal of PCP on anaerobic granular sludge was biodegradation, not sorption or volatization.</description><identifier>ISSN: 0923-9820</identifier><identifier>EISSN: 1572-9729</identifier><identifier>DOI: 10.1007/s10532-006-9094-2</identifier><identifier>PMID: 17146612</identifier><language>eng</language><publisher>Dordrecht: Dordrecht : Springer Netherlands</publisher><subject>Adsorption ; Ananerobic granular sludge ; Biodegradation ; Biodegradation of pollutants ; Biodegradation, Environmental ; Biological and medical sciences ; Bioreactors ; Biosorption ; Biotechnology ; Chlorophenol ; desorption ; Environment and pollution ; Environmental Restoration and Remediation - methods ; Equipment Design ; Fundamental and applied biological sciences. Psychology ; Industrial applications and implications. Economical aspects ; Kinetics ; Load distribution ; Models, Chemical ; Pentachlorophenol ; Pentachlorophenol - chemistry ; Reactors ; Retention time ; Sewage ; Sludge ; Sorption ; Time Factors ; upflow anaerobic sludge blanket reactor ; Waste Disposal, Fluid ; Waste Management - methods ; Water - chemistry ; Water Purification</subject><ispartof>Biodegradation (Dordrecht), 2007-10, Vol.18 (5), p.617-624</ispartof><rights>2007 INIST-CNRS</rights><rights>Springer Science+Business Media B.V. 2007</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c443t-791b457e4536e1bfea7914c680b2307607c464a31180986f9ee53bdaaade93ed3</citedby><cites>FETCH-LOGICAL-c443t-791b457e4536e1bfea7914c680b2307607c464a31180986f9ee53bdaaade93ed3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=19109896$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/17146612$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Ye, Fen-Xia</creatorcontrib><creatorcontrib>Li, Ying</creatorcontrib><title>Biosorption and biodegradation of pentachlorophenol (PCP) in an upflow anaerobic sludge blanket (UASB) reactor</title><title>Biodegradation (Dordrecht)</title><addtitle>Biodegradation</addtitle><description>In order to understand the fate of PCP in upflow anaerobic sludge blanket reactor (UASB) more completely, the sorption and biodegradation of pentachlorophenol (PCP) by anaerobic sludge granules were investigated. The anaerobic granular sludge degrading PCP was formed in UASB reactor, which was seeded with anaerobic sludge acclimated by chlorophenols. At the hydraulic retention time (HRT) of 20-22 h, and PCP loading rate of 200-220 mg l-¹ d-¹, UASB reactor exhibited good performance in treating wastewater which containing 170-180 mg l-¹ PCP and the PCP removal rate of 99.5% was achieved. Sequential appearance of tetra-, tri-, di-, and mono-chlorophenol was observed in the reactor effluent after 20 mg l-¹ PCP introduction. Sorption and desorption of PCP on the anaerobic sludge granules were all fitted to the Freundlich isotherm equation. Sorption of PCP was partly irreversible. The Freundlich equation could describe the behavior of PCP amount sorbed by granular sludge in anaerobic reactor reasonably well. The results demonstrated that the main mechanism leading to removal of PCP on anaerobic granular sludge was biodegradation, not sorption or volatization.</description><subject>Adsorption</subject><subject>Ananerobic granular sludge</subject><subject>Biodegradation</subject><subject>Biodegradation of pollutants</subject><subject>Biodegradation, Environmental</subject><subject>Biological and medical sciences</subject><subject>Bioreactors</subject><subject>Biosorption</subject><subject>Biotechnology</subject><subject>Chlorophenol</subject><subject>desorption</subject><subject>Environment and pollution</subject><subject>Environmental Restoration and Remediation - methods</subject><subject>Equipment Design</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>Industrial applications and implications. Economical aspects</subject><subject>Kinetics</subject><subject>Load distribution</subject><subject>Models, Chemical</subject><subject>Pentachlorophenol</subject><subject>Pentachlorophenol - chemistry</subject><subject>Reactors</subject><subject>Retention time</subject><subject>Sewage</subject><subject>Sludge</subject><subject>Sorption</subject><subject>Time Factors</subject><subject>upflow anaerobic sludge blanket reactor</subject><subject>Waste Disposal, Fluid</subject><subject>Waste Management - methods</subject><subject>Water - chemistry</subject><subject>Water Purification</subject><issn>0923-9820</issn><issn>1572-9729</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNp9kU9v1DAQxS0EosvCB-ACFhKlPaSM_8SOj-0KClIlKrV7thxnsk3JxqmdCPXb18uuVIkDp7FGv_fGM4-Q9wzOGID-mhiUghcAqjBgZMFfkAUrNS-M5uYlWYDhojAVhyPyJqV7ADAa-GtyxDSTSjG-IMNFF1KI49SFgbqhoXUXGtxE17i_rdDSEYfJ-bs-xDDe4RB6enK9uj6l3U5A57Htw5_8chhD3Xma-rnZIK17N_zGiZ6sz28uTmlE56cQ35JXresTvjvUJVl__3a7-lFc_br8uTq_KryUYiq0YbUsNcpSKGR1iy53pFcV1FyAVqC9VNIJxiowlWoNYinqxjnXoBHYiCX5svcdY3iYMU122yWPff4UhjlZLUWZ75KHLcnxf0kOFYiMZ_DTP-B9mOOQt8huXElptM4Q20M-hpQitnaM3dbFR8vA7jKz-8xszszuMrM8az4cjOd6i82z4hBSBj4fAJe869voBt-lZ86wfASjMvdxz7UuWLeJmVnfcGAC8g7AZSWeANnEppM</recordid><startdate>20071001</startdate><enddate>20071001</enddate><creator>Ye, Fen-Xia</creator><creator>Li, Ying</creator><general>Dordrecht : Springer Netherlands</general><general>Springer</general><general>Springer Nature B.V</general><scope>FBQ</scope><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QL</scope><scope>7ST</scope><scope>7T7</scope><scope>7UA</scope><scope>7X7</scope><scope>7XB</scope><scope>88A</scope><scope>88E</scope><scope>88I</scope><scope>8AO</scope><scope>8C1</scope><scope>8FD</scope><scope>8FE</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BBNVY</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>LK8</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7N</scope><scope>M7P</scope><scope>P64</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>Q9U</scope><scope>SOI</scope><scope>7QO</scope><scope>KR7</scope></search><sort><creationdate>20071001</creationdate><title>Biosorption and biodegradation of pentachlorophenol (PCP) in an upflow anaerobic sludge blanket (UASB) reactor</title><author>Ye, Fen-Xia ; Li, Ying</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c443t-791b457e4536e1bfea7914c680b2307607c464a31180986f9ee53bdaaade93ed3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Adsorption</topic><topic>Ananerobic granular sludge</topic><topic>Biodegradation</topic><topic>Biodegradation of pollutants</topic><topic>Biodegradation, Environmental</topic><topic>Biological and medical sciences</topic><topic>Bioreactors</topic><topic>Biosorption</topic><topic>Biotechnology</topic><topic>Chlorophenol</topic><topic>desorption</topic><topic>Environment and pollution</topic><topic>Environmental Restoration and Remediation - methods</topic><topic>Equipment Design</topic><topic>Fundamental and applied biological sciences. 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The anaerobic granular sludge degrading PCP was formed in UASB reactor, which was seeded with anaerobic sludge acclimated by chlorophenols. At the hydraulic retention time (HRT) of 20-22 h, and PCP loading rate of 200-220 mg l-¹ d-¹, UASB reactor exhibited good performance in treating wastewater which containing 170-180 mg l-¹ PCP and the PCP removal rate of 99.5% was achieved. Sequential appearance of tetra-, tri-, di-, and mono-chlorophenol was observed in the reactor effluent after 20 mg l-¹ PCP introduction. Sorption and desorption of PCP on the anaerobic sludge granules were all fitted to the Freundlich isotherm equation. Sorption of PCP was partly irreversible. The Freundlich equation could describe the behavior of PCP amount sorbed by granular sludge in anaerobic reactor reasonably well. The results demonstrated that the main mechanism leading to removal of PCP on anaerobic granular sludge was biodegradation, not sorption or volatization.</abstract><cop>Dordrecht</cop><pub>Dordrecht : Springer Netherlands</pub><pmid>17146612</pmid><doi>10.1007/s10532-006-9094-2</doi><tpages>8</tpages></addata></record> |
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subjects | Adsorption Ananerobic granular sludge Biodegradation Biodegradation of pollutants Biodegradation, Environmental Biological and medical sciences Bioreactors Biosorption Biotechnology Chlorophenol desorption Environment and pollution Environmental Restoration and Remediation - methods Equipment Design Fundamental and applied biological sciences. Psychology Industrial applications and implications. Economical aspects Kinetics Load distribution Models, Chemical Pentachlorophenol Pentachlorophenol - chemistry Reactors Retention time Sewage Sludge Sorption Time Factors upflow anaerobic sludge blanket reactor Waste Disposal, Fluid Waste Management - methods Water - chemistry Water Purification |
title | Biosorption and biodegradation of pentachlorophenol (PCP) in an upflow anaerobic sludge blanket (UASB) reactor |
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