The effect of sulfide inhibition on the ANAMMOX process
The feasibility of anaerobic ammonium oxidation (ANAMMOX) process to treat wastewaters containing sulfide was studied in this work. Serum bottles were used as experimental containers in batch tests to analyze the short-term response of the ANAMMOX process under sulfide stress. The IC50 of sulfide-S...
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description | The feasibility of anaerobic ammonium oxidation (ANAMMOX) process to treat wastewaters containing sulfide was studied in this work. Serum bottles were used as experimental containers in batch tests to analyze the short-term response of the ANAMMOX process under sulfide stress. The IC50 of sulfide-S for ANAMMOX biomass was substrates-dependent and was calculated to be 264 mg L−1 at an initial total nitrogen level of 200 mg L−1 (molar ratio of ammonium and nitrite was 1:1). The long-term effects and the performance recovery under sulfide stress were continuously monitored and evaluated in an upflow anaerobic sludge blanket reactor. The performance of the ANAMMOX system was halved at an sulfide-S level of 32 mg L−1 within 13 days; however, the nitrogen removal rate (NRR) decreased by only 17.2% within 18 days at an sulfide-S concentration of 40 mg L−1 after long-time acclimatization of sludge in the presence of sulfide. The ANAMMOX performance recovered under sulfide-S level of 8 mg L−1 with a steady NRR increasing speed, linear relationship between the NRR and operation time. The synchronic reduce in the specific ANAMMOX activity and the biomass extended the apparent doubling time of the nitrogen removal capacity and decreased biomass growth rate.
► The short- and long-term effects of sulfide on ANAMMOX were distinctive. ► The changes in the properties of granule after sulfide inhibition were determined. ► The modified non-competitive inhibition model fit the batch-test data well. ► The qualitative and quantitative indicators were proposed to describe the ANAMMOX. |
doi_str_mv | 10.1016/j.watres.2012.12.018 |
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► The short- and long-term effects of sulfide on ANAMMOX were distinctive. ► The changes in the properties of granule after sulfide inhibition were determined. ► The modified non-competitive inhibition model fit the batch-test data well. ► The qualitative and quantitative indicators were proposed to describe the ANAMMOX.</description><identifier>ISSN: 0043-1354</identifier><identifier>EISSN: 1879-2448</identifier><identifier>DOI: 10.1016/j.watres.2012.12.018</identifier><identifier>PMID: 23273856</identifier><identifier>CODEN: WATRAG</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>acclimation ; Anaerobic processes ; Anaerobic treatment ; ANAMMOX ; Applied sciences ; Biological and medical sciences ; Biological treatment of waters ; Biomass ; Biotechnology ; bottles ; Environment and pollution ; Exact sciences and technology ; Fundamental and applied biological sciences. Psychology ; General purification processes ; Granular sludge ; Industrial applications and implications. Economical aspects ; Inhibition ; inhibitory concentration 50 ; Kinetic characteristics ; long term effects ; nitrogen ; nitrogen content ; Nitrogen removal ; oxidation ; Performance recovery ; Pollution ; Quaternary Ammonium Compounds - chemistry ; Sludge ; Stresses ; Sulfide ; Sulfides ; Sulfides - chemistry ; upflow anaerobic sludge blanket reactor ; Waste Disposal, Fluid - methods ; Waste water ; wastewater ; Wastewaters ; Water treatment and pollution</subject><ispartof>Water research (Oxford), 2013-03, Vol.47 (3), p.1459-1469</ispartof><rights>2012 Elsevier Ltd</rights><rights>2014 INIST-CNRS</rights><rights>Copyright © 2012 Elsevier Ltd. All rights reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c548t-3dbf65aa1e440c737cfcde6d1773d866b7dc8846129a6576ae9c3785eae51e1f3</citedby><cites>FETCH-LOGICAL-c548t-3dbf65aa1e440c737cfcde6d1773d866b7dc8846129a6576ae9c3785eae51e1f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0043135412009025$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26851208$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/23273856$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Jin, Ren-Cun</creatorcontrib><creatorcontrib>Yang, Guang-Feng</creatorcontrib><creatorcontrib>Zhang, Qian-Qian</creatorcontrib><creatorcontrib>Ma, Chun</creatorcontrib><creatorcontrib>Yu, Jin-Jin</creatorcontrib><creatorcontrib>Xing, Bao-Shan</creatorcontrib><title>The effect of sulfide inhibition on the ANAMMOX process</title><title>Water research (Oxford)</title><addtitle>Water Res</addtitle><description>The feasibility of anaerobic ammonium oxidation (ANAMMOX) process to treat wastewaters containing sulfide was studied in this work. Serum bottles were used as experimental containers in batch tests to analyze the short-term response of the ANAMMOX process under sulfide stress. The IC50 of sulfide-S for ANAMMOX biomass was substrates-dependent and was calculated to be 264 mg L−1 at an initial total nitrogen level of 200 mg L−1 (molar ratio of ammonium and nitrite was 1:1). The long-term effects and the performance recovery under sulfide stress were continuously monitored and evaluated in an upflow anaerobic sludge blanket reactor. The performance of the ANAMMOX system was halved at an sulfide-S level of 32 mg L−1 within 13 days; however, the nitrogen removal rate (NRR) decreased by only 17.2% within 18 days at an sulfide-S concentration of 40 mg L−1 after long-time acclimatization of sludge in the presence of sulfide. The ANAMMOX performance recovered under sulfide-S level of 8 mg L−1 with a steady NRR increasing speed, linear relationship between the NRR and operation time. The synchronic reduce in the specific ANAMMOX activity and the biomass extended the apparent doubling time of the nitrogen removal capacity and decreased biomass growth rate.
► The short- and long-term effects of sulfide on ANAMMOX were distinctive. ► The changes in the properties of granule after sulfide inhibition were determined. ► The modified non-competitive inhibition model fit the batch-test data well. ► The qualitative and quantitative indicators were proposed to describe the ANAMMOX.</description><subject>acclimation</subject><subject>Anaerobic processes</subject><subject>Anaerobic treatment</subject><subject>ANAMMOX</subject><subject>Applied sciences</subject><subject>Biological and medical sciences</subject><subject>Biological treatment of waters</subject><subject>Biomass</subject><subject>Biotechnology</subject><subject>bottles</subject><subject>Environment and pollution</subject><subject>Exact sciences and technology</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>General purification processes</subject><subject>Granular sludge</subject><subject>Industrial applications and implications. Economical aspects</subject><subject>Inhibition</subject><subject>inhibitory concentration 50</subject><subject>Kinetic characteristics</subject><subject>long term effects</subject><subject>nitrogen</subject><subject>nitrogen content</subject><subject>Nitrogen removal</subject><subject>oxidation</subject><subject>Performance recovery</subject><subject>Pollution</subject><subject>Quaternary Ammonium Compounds - chemistry</subject><subject>Sludge</subject><subject>Stresses</subject><subject>Sulfide</subject><subject>Sulfides</subject><subject>Sulfides - chemistry</subject><subject>upflow anaerobic sludge blanket reactor</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Waste water</subject><subject>wastewater</subject><subject>Wastewaters</subject><subject>Water treatment and pollution</subject><issn>0043-1354</issn><issn>1879-2448</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><recordid>eNqNkV1rFDEUhoNY7Lb6D0TnRvBm1px8z42wFK1Cay9swbuQTU5sltmZmswq_vtmmVXvauFAbp73vEkeQl4CXQIF9W6z_OWmjGXJKLBlHQrmCVmA0V3LhDBPyYJSwVvgUhyTk1I2lFLGePeMHDPONDdSLYi-vsUGY0Q_NWNsyq6PKWCThtu0TlMah6bOVJnVl9Xl5dW35i6PHkt5To6i6wu-OJyn5Objh-uzT-3F1fnns9VF66UwU8vDOirpHKAQ1GuuffQBVQCteTBKrXXwxggFrHNKauWw81wbiQ4lIER-St7Oe2vvjx2WyW5T8dj3bsBxVywoCdwYDvr_KDOSdqKT8jEokyCAq4qKGfV5LCVjtHc5bV3-bYHavQi7sbMIuxdRo7aKqLFXh4bdeovhb-jPz1fgzQFwxbs-Zjf4VP5xykhgdL_o9cxFN1r3PVfm5mttktVmfQ3QSryfCawefibMtviEg8eQctVqw5gevus9eTqurA</recordid><startdate>20130301</startdate><enddate>20130301</enddate><creator>Jin, Ren-Cun</creator><creator>Yang, Guang-Feng</creator><creator>Zhang, Qian-Qian</creator><creator>Ma, Chun</creator><creator>Yu, Jin-Jin</creator><creator>Xing, Bao-Shan</creator><general>Elsevier Ltd</general><general>Elsevier</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>7X8</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H97</scope><scope>L.G</scope><scope>SOI</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20130301</creationdate><title>The effect of sulfide inhibition on the ANAMMOX process</title><author>Jin, Ren-Cun ; Yang, Guang-Feng ; Zhang, Qian-Qian ; Ma, Chun ; Yu, Jin-Jin ; Xing, Bao-Shan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c548t-3dbf65aa1e440c737cfcde6d1773d866b7dc8846129a6576ae9c3785eae51e1f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>acclimation</topic><topic>Anaerobic processes</topic><topic>Anaerobic treatment</topic><topic>ANAMMOX</topic><topic>Applied sciences</topic><topic>Biological and medical sciences</topic><topic>Biological treatment of waters</topic><topic>Biomass</topic><topic>Biotechnology</topic><topic>bottles</topic><topic>Environment and pollution</topic><topic>Exact sciences and technology</topic><topic>Fundamental and applied biological sciences. Psychology</topic><topic>General purification processes</topic><topic>Granular sludge</topic><topic>Industrial applications and implications. Economical aspects</topic><topic>Inhibition</topic><topic>inhibitory concentration 50</topic><topic>Kinetic characteristics</topic><topic>long term effects</topic><topic>nitrogen</topic><topic>nitrogen content</topic><topic>Nitrogen removal</topic><topic>oxidation</topic><topic>Performance recovery</topic><topic>Pollution</topic><topic>Quaternary Ammonium Compounds - chemistry</topic><topic>Sludge</topic><topic>Stresses</topic><topic>Sulfide</topic><topic>Sulfides</topic><topic>Sulfides - chemistry</topic><topic>upflow anaerobic sludge blanket reactor</topic><topic>Waste Disposal, Fluid - methods</topic><topic>Waste water</topic><topic>wastewater</topic><topic>Wastewaters</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jin, Ren-Cun</creatorcontrib><creatorcontrib>Yang, Guang-Feng</creatorcontrib><creatorcontrib>Zhang, Qian-Qian</creatorcontrib><creatorcontrib>Ma, Chun</creatorcontrib><creatorcontrib>Yu, Jin-Jin</creatorcontrib><creatorcontrib>Xing, Bao-Shan</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>Medline</collection><collection>MEDLINE</collection><collection>MEDLINE (Ovid)</collection><collection>MEDLINE</collection><collection>MEDLINE</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>MEDLINE - Academic</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Water research (Oxford)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jin, Ren-Cun</au><au>Yang, Guang-Feng</au><au>Zhang, Qian-Qian</au><au>Ma, Chun</au><au>Yu, Jin-Jin</au><au>Xing, Bao-Shan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The effect of sulfide inhibition on the ANAMMOX process</atitle><jtitle>Water research (Oxford)</jtitle><addtitle>Water Res</addtitle><date>2013-03-01</date><risdate>2013</risdate><volume>47</volume><issue>3</issue><spage>1459</spage><epage>1469</epage><pages>1459-1469</pages><issn>0043-1354</issn><eissn>1879-2448</eissn><coden>WATRAG</coden><abstract>The feasibility of anaerobic ammonium oxidation (ANAMMOX) process to treat wastewaters containing sulfide was studied in this work. Serum bottles were used as experimental containers in batch tests to analyze the short-term response of the ANAMMOX process under sulfide stress. The IC50 of sulfide-S for ANAMMOX biomass was substrates-dependent and was calculated to be 264 mg L−1 at an initial total nitrogen level of 200 mg L−1 (molar ratio of ammonium and nitrite was 1:1). The long-term effects and the performance recovery under sulfide stress were continuously monitored and evaluated in an upflow anaerobic sludge blanket reactor. The performance of the ANAMMOX system was halved at an sulfide-S level of 32 mg L−1 within 13 days; however, the nitrogen removal rate (NRR) decreased by only 17.2% within 18 days at an sulfide-S concentration of 40 mg L−1 after long-time acclimatization of sludge in the presence of sulfide. The ANAMMOX performance recovered under sulfide-S level of 8 mg L−1 with a steady NRR increasing speed, linear relationship between the NRR and operation time. The synchronic reduce in the specific ANAMMOX activity and the biomass extended the apparent doubling time of the nitrogen removal capacity and decreased biomass growth rate.
► The short- and long-term effects of sulfide on ANAMMOX were distinctive. ► The changes in the properties of granule after sulfide inhibition were determined. ► The modified non-competitive inhibition model fit the batch-test data well. ► The qualitative and quantitative indicators were proposed to describe the ANAMMOX.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><pmid>23273856</pmid><doi>10.1016/j.watres.2012.12.018</doi><tpages>11</tpages></addata></record> |
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subjects | acclimation Anaerobic processes Anaerobic treatment ANAMMOX Applied sciences Biological and medical sciences Biological treatment of waters Biomass Biotechnology bottles Environment and pollution Exact sciences and technology Fundamental and applied biological sciences. Psychology General purification processes Granular sludge Industrial applications and implications. Economical aspects Inhibition inhibitory concentration 50 Kinetic characteristics long term effects nitrogen nitrogen content Nitrogen removal oxidation Performance recovery Pollution Quaternary Ammonium Compounds - chemistry Sludge Stresses Sulfide Sulfides Sulfides - chemistry upflow anaerobic sludge blanket reactor Waste Disposal, Fluid - methods Waste water wastewater Wastewaters Water treatment and pollution |
title | The effect of sulfide inhibition on the ANAMMOX process |
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