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Effect of hydraulic residence time and inlet flow distribution ratio on the pollutant removal of low‐temperature municipal wastewater in multistage AO process
Low temperature environment was one of the difficulties in sewage treatment. In this study, the removal efficiency of multistage AO process was analysed under different hydraulic residence time (12 h, 8 h and 6 h) and inlet flow distribution ratio(5 : 4 : 4, 3 : 2 : 1 and 25 : 15 : 6), the rules of...
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Published in: | Water and environment journal : WEJ 2020-12, Vol.34 (S1), p.742-752 |
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creator | Wang, Fan Li, Jun Bian, Dejun Nie, Zebing Ai, Shengshu Tian, Xi Wang, Hongliang |
description | Low temperature environment was one of the difficulties in sewage treatment. In this study, the removal efficiency of multistage AO process was analysed under different hydraulic residence time (12 h, 8 h and 6 h) and inlet flow distribution ratio(5 : 4 : 4, 3 : 2 : 1 and 25 : 15 : 6), the rules of pollutant migration and transformation were compared and analysed under different control parameters. The results show that enhanced nitrogen removal and optimised organics utilisation were obtained simultaneously in the feeding process with hydraulic retention time of 8 h as well as influent distribution ratio of 3 : 2 : 1. HRT and inlet flow distribution ratio affect nitrogen load and organic matter distribution in each stage of the multistage AO system, the removal efficiency of ammonia nitrogen in each stage of the system was more than 80% under optimal conditions, the total nitrogen removal rate was more than 80%, among which the synchronous nitrification and denitrification account for 29.50%. |
doi_str_mv | 10.1111/wej.12574 |
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In this study, the removal efficiency of multistage AO process was analysed under different hydraulic residence time (12 h, 8 h and 6 h) and inlet flow distribution ratio(5 : 4 : 4, 3 : 2 : 1 and 25 : 15 : 6), the rules of pollutant migration and transformation were compared and analysed under different control parameters. The results show that enhanced nitrogen removal and optimised organics utilisation were obtained simultaneously in the feeding process with hydraulic retention time of 8 h as well as influent distribution ratio of 3 : 2 : 1. HRT and inlet flow distribution ratio affect nitrogen load and organic matter distribution in each stage of the multistage AO system, the removal efficiency of ammonia nitrogen in each stage of the system was more than 80% under optimal conditions, the total nitrogen removal rate was more than 80%, among which the synchronous nitrification and denitrification account for 29.50%.</description><identifier>ISSN: 1747-6585</identifier><identifier>EISSN: 1747-6593</identifier><identifier>DOI: 10.1111/wej.12574</identifier><language>eng</language><publisher>London: Wiley Subscription Services, Inc</publisher><subject>Ammonia ; Denitrification ; Distribution ; Flow distribution ; Hydraulic retention time ; Hydraulics ; influent distribution ratio ; Influents ; Inlet flow ; Load distribution ; Low temperature ; Low temperature environments ; Municipal wastewater ; Nitrification ; nitrification and denitrification ; Nitrogen ; Nitrogen removal ; Organic loading ; Organic matter ; Pollutant removal ; Pollutants ; Removal ; Residence time ; Residence time distribution ; Retention time ; Sewage ; Sewage treatment ; step feeding ; Stress concentration ; Waste treatment ; Wastewater ; Wastewater treatment</subject><ispartof>Water and environment journal : WEJ, 2020-12, Vol.34 (S1), p.742-752</ispartof><rights>2020 CIWEM</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3344-cc762fc94f96a5e94bab9b380994ba94d9770d518894ab063cfe9fa8624b33333</citedby><cites>FETCH-LOGICAL-c3344-cc762fc94f96a5e94bab9b380994ba94d9770d518894ab063cfe9fa8624b33333</cites><orcidid>0000-0002-1361-7654</orcidid></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></links><search><creatorcontrib>Wang, Fan</creatorcontrib><creatorcontrib>Li, Jun</creatorcontrib><creatorcontrib>Bian, Dejun</creatorcontrib><creatorcontrib>Nie, Zebing</creatorcontrib><creatorcontrib>Ai, Shengshu</creatorcontrib><creatorcontrib>Tian, Xi</creatorcontrib><creatorcontrib>Wang, Hongliang</creatorcontrib><title>Effect of hydraulic residence time and inlet flow distribution ratio on the pollutant removal of low‐temperature municipal wastewater in multistage AO process</title><title>Water and environment journal : WEJ</title><description>Low temperature environment was one of the difficulties in sewage treatment. In this study, the removal efficiency of multistage AO process was analysed under different hydraulic residence time (12 h, 8 h and 6 h) and inlet flow distribution ratio(5 : 4 : 4, 3 : 2 : 1 and 25 : 15 : 6), the rules of pollutant migration and transformation were compared and analysed under different control parameters. The results show that enhanced nitrogen removal and optimised organics utilisation were obtained simultaneously in the feeding process with hydraulic retention time of 8 h as well as influent distribution ratio of 3 : 2 : 1. HRT and inlet flow distribution ratio affect nitrogen load and organic matter distribution in each stage of the multistage AO system, the removal efficiency of ammonia nitrogen in each stage of the system was more than 80% under optimal conditions, the total nitrogen removal rate was more than 80%, among which the synchronous nitrification and denitrification account for 29.50%.</description><subject>Ammonia</subject><subject>Denitrification</subject><subject>Distribution</subject><subject>Flow distribution</subject><subject>Hydraulic retention time</subject><subject>Hydraulics</subject><subject>influent distribution ratio</subject><subject>Influents</subject><subject>Inlet flow</subject><subject>Load distribution</subject><subject>Low temperature</subject><subject>Low temperature environments</subject><subject>Municipal wastewater</subject><subject>Nitrification</subject><subject>nitrification and denitrification</subject><subject>Nitrogen</subject><subject>Nitrogen removal</subject><subject>Organic loading</subject><subject>Organic matter</subject><subject>Pollutant removal</subject><subject>Pollutants</subject><subject>Removal</subject><subject>Residence time</subject><subject>Residence time distribution</subject><subject>Retention time</subject><subject>Sewage</subject><subject>Sewage treatment</subject><subject>step feeding</subject><subject>Stress concentration</subject><subject>Waste treatment</subject><subject>Wastewater</subject><subject>Wastewater treatment</subject><issn>1747-6585</issn><issn>1747-6593</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kTtOAzEURS0EEiFQsANLVBRJ5uP5uIyi8FOkNCBKy-N5Jo48H2wPo3QsgSWwNlaCh0F0vOY92efeW1yELsNgHvpZ9LCfh1GSkSM0CTOSzdKExsd_d56cojNr90FAMpqmE_S5lhKEw43Eu0NpeKeVwAasKqEWgJ2qAPO6xKrW4LDUTY9LZZ1RRedUU2PD_cL-cDvAbaN153jtvEPVvHE92HrJ1_uHg6oFD3cGcNXVSqjWf_fcOui5A-MD_Lt23pu_AF5ucWsaAdaeoxPJtYWL3z1FTzfrx9XdbLO9vV8tNzMRx4TMhMjSSApKJE15ApQUvKBFnAd0OCkpaZYFZRLmOSW8CNJYSKCS52lEiniYKboafX3uawfWsX3TmdpHsohkMYm8NPLU9UgJ01hrQLLWqIqbAwsDNhTAfAHspwDPLka2VxoO_4Psef0wKr4BAbKMbA</recordid><startdate>202012</startdate><enddate>202012</enddate><creator>Wang, Fan</creator><creator>Li, Jun</creator><creator>Bian, Dejun</creator><creator>Nie, Zebing</creator><creator>Ai, Shengshu</creator><creator>Tian, Xi</creator><creator>Wang, Hongliang</creator><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</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><orcidid>https://orcid.org/0000-0002-1361-7654</orcidid></search><sort><creationdate>202012</creationdate><title>Effect of hydraulic residence time and inlet flow distribution ratio on the pollutant removal of low‐temperature municipal wastewater in multistage AO process</title><author>Wang, Fan ; Li, Jun ; Bian, Dejun ; Nie, Zebing ; Ai, Shengshu ; Tian, Xi ; Wang, Hongliang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3344-cc762fc94f96a5e94bab9b380994ba94d9770d518894ab063cfe9fa8624b33333</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Ammonia</topic><topic>Denitrification</topic><topic>Distribution</topic><topic>Flow distribution</topic><topic>Hydraulic retention time</topic><topic>Hydraulics</topic><topic>influent distribution ratio</topic><topic>Influents</topic><topic>Inlet flow</topic><topic>Load distribution</topic><topic>Low temperature</topic><topic>Low temperature environments</topic><topic>Municipal wastewater</topic><topic>Nitrification</topic><topic>nitrification and denitrification</topic><topic>Nitrogen</topic><topic>Nitrogen removal</topic><topic>Organic loading</topic><topic>Organic matter</topic><topic>Pollutant removal</topic><topic>Pollutants</topic><topic>Removal</topic><topic>Residence time</topic><topic>Residence time distribution</topic><topic>Retention time</topic><topic>Sewage</topic><topic>Sewage treatment</topic><topic>step feeding</topic><topic>Stress concentration</topic><topic>Waste treatment</topic><topic>Wastewater</topic><topic>Wastewater treatment</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Fan</creatorcontrib><creatorcontrib>Li, Jun</creatorcontrib><creatorcontrib>Bian, Dejun</creatorcontrib><creatorcontrib>Nie, Zebing</creatorcontrib><creatorcontrib>Ai, Shengshu</creatorcontrib><creatorcontrib>Tian, Xi</creatorcontrib><creatorcontrib>Wang, Hongliang</creatorcontrib><collection>CrossRef</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><jtitle>Water and environment journal : WEJ</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Fan</au><au>Li, Jun</au><au>Bian, Dejun</au><au>Nie, Zebing</au><au>Ai, Shengshu</au><au>Tian, Xi</au><au>Wang, Hongliang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of hydraulic residence time and inlet flow distribution ratio on the pollutant removal of low‐temperature municipal wastewater in multistage AO process</atitle><jtitle>Water and environment journal : WEJ</jtitle><date>2020-12</date><risdate>2020</risdate><volume>34</volume><issue>S1</issue><spage>742</spage><epage>752</epage><pages>742-752</pages><issn>1747-6585</issn><eissn>1747-6593</eissn><abstract>Low temperature environment was one of the difficulties in sewage treatment. In this study, the removal efficiency of multistage AO process was analysed under different hydraulic residence time (12 h, 8 h and 6 h) and inlet flow distribution ratio(5 : 4 : 4, 3 : 2 : 1 and 25 : 15 : 6), the rules of pollutant migration and transformation were compared and analysed under different control parameters. The results show that enhanced nitrogen removal and optimised organics utilisation were obtained simultaneously in the feeding process with hydraulic retention time of 8 h as well as influent distribution ratio of 3 : 2 : 1. HRT and inlet flow distribution ratio affect nitrogen load and organic matter distribution in each stage of the multistage AO system, the removal efficiency of ammonia nitrogen in each stage of the system was more than 80% under optimal conditions, the total nitrogen removal rate was more than 80%, among which the synchronous nitrification and denitrification account for 29.50%.</abstract><cop>London</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1111/wej.12574</doi><tpages>0</tpages><orcidid>https://orcid.org/0000-0002-1361-7654</orcidid></addata></record> |
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subjects | Ammonia Denitrification Distribution Flow distribution Hydraulic retention time Hydraulics influent distribution ratio Influents Inlet flow Load distribution Low temperature Low temperature environments Municipal wastewater Nitrification nitrification and denitrification Nitrogen Nitrogen removal Organic loading Organic matter Pollutant removal Pollutants Removal Residence time Residence time distribution Retention time Sewage Sewage treatment step feeding Stress concentration Waste treatment Wastewater Wastewater treatment |
title | Effect of hydraulic residence time and inlet flow distribution ratio on the pollutant removal of low‐temperature municipal wastewater in multistage AO process |
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