Effective treatment of stabilized municipal landfill leachates
An alternative process consisting of a pre-treatment step for nitrogen recovery as struvite followed by ozone enhanced biological degradation carried out in a SBBGR system (sequencing batch biofilter granular reactor) is proposed. The efficiency of the process in treating a mature municipal landfill...
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Veröffentlicht in: | Chemical engineering journal (Lausanne, Switzerland : 1996) Switzerland : 1996), 2011-04, Vol.168 (3), p.1085-1092 |
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creator | Di Iaconi, Claudio Rossetti, Simona Lopez, Antonio Ried, Achim |
description | An alternative process consisting of a pre-treatment step for nitrogen recovery as struvite followed by ozone enhanced biological degradation carried out in a SBBGR system (sequencing batch biofilter granular reactor) is proposed. The efficiency of the process in treating a mature municipal landfill leachate was tested at laboratory scale. The results show that for the same applied ozone dose, the plant performance was improved by shortening the ozonation phase time, due to higher ozone transfer efficiency. After optimization, the process was able to meet the COD limits for discharging into water bodies and sewer systems when a specific ozone dose of 2 and 0.6
g O
3/L
influent, respectively, was used. The process was characterized by a negligible biological sludge production. The economic evaluation of the process showed operating costs of 9 and 6.5
€
per
m
3 of leachate for discharging into water bodies and sewer system, respectively. Additionally, in situ hybridization and staining techniques allowed the microbial composition and structure of the biomass growing under the different operating conditions of the SBBGR system to be defined. Microscopic analysis showed that ozone improves the biomass aggregation and lead to a substantial increase in biomass concentration (i.e., from 18 to 30
gTSS/L
bed) and EPS content. SBBGR biomass was dominated by
Gammaproteobacteria. |
doi_str_mv | 10.1016/j.cej.2011.01.089 |
format | Article |
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g O
3/L
influent, respectively, was used. The process was characterized by a negligible biological sludge production. The economic evaluation of the process showed operating costs of 9 and 6.5
€
per
m
3 of leachate for discharging into water bodies and sewer system, respectively. Additionally, in situ hybridization and staining techniques allowed the microbial composition and structure of the biomass growing under the different operating conditions of the SBBGR system to be defined. Microscopic analysis showed that ozone improves the biomass aggregation and lead to a substantial increase in biomass concentration (i.e., from 18 to 30
gTSS/L
bed) and EPS content. SBBGR biomass was dominated by
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g O
3/L
influent, respectively, was used. The process was characterized by a negligible biological sludge production. The economic evaluation of the process showed operating costs of 9 and 6.5
€
per
m
3 of leachate for discharging into water bodies and sewer system, respectively. Additionally, in situ hybridization and staining techniques allowed the microbial composition and structure of the biomass growing under the different operating conditions of the SBBGR system to be defined. Microscopic analysis showed that ozone improves the biomass aggregation and lead to a substantial increase in biomass concentration (i.e., from 18 to 30
gTSS/L
bed) and EPS content. SBBGR biomass was dominated by
Gammaproteobacteria.</description><subject>biodegradation</subject><subject>biofilters</subject><subject>biomass</subject><subject>Biomass characterization</subject><subject>chemical engineering</subject><subject>gamma-Proteobacteria</subject><subject>in situ hybridization</subject><subject>landfill leachates</subject><subject>Leachate treatment</subject><subject>nitrogen</subject><subject>Nitrogen recovery</subject><subject>Operating costs</subject><subject>ozonation</subject><subject>Ozone</subject><subject>pretreatment</subject><subject>Sequencing batch biofilter granular reactor</subject><subject>sewer systems</subject><subject>sludge</subject><subject>surface water</subject><issn>1385-8947</issn><issn>1873-3212</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp9UMlKBDEQDaLgOPoBnuybp26z9JIgCCLjAgMedM4hnVQ0TS9jkhnQrzdDexZeUUXxXi0PoUuCC4JJfdMVGrqCYkIKnMDFEVoQ3rCcUUKPU814lXNRNqfoLIQOY1wLIhbobmUt6Oj2kEUPKg4wxmyyWYiqdb37AZMNu9Fpt1V91qvRWNenApT-VBHCOTqxqg9w8ZeXaPO4en94ztevTy8P9-tcs4rFvGKWm1aVtCQUl8BBG9I2lBtBWy1Yq1K3xJa2FCsKlhrgLYi65CmqpiRsia7nuVs_fe0gRDm4oKFPF8G0C5I3NWWNYDwxyczUfgrBg5Vb7wblvyXB8mCV7GSySh6skjiBi6S5mjVWTVJ9eBfk5i0RKowJZrw57L-dGZCe3DvwMmgHowbjfLJPmsn9M_8XZzh6QA</recordid><startdate>20110415</startdate><enddate>20110415</enddate><creator>Di Iaconi, Claudio</creator><creator>Rossetti, Simona</creator><creator>Lopez, Antonio</creator><creator>Ried, Achim</creator><general>Elsevier B.V</general><scope>FBQ</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TV</scope><scope>C1K</scope><scope>SOI</scope></search><sort><creationdate>20110415</creationdate><title>Effective treatment of stabilized municipal landfill leachates</title><author>Di Iaconi, Claudio ; Rossetti, Simona ; Lopez, Antonio ; Ried, Achim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c353t-53f8dba4241204e8ecd1b728d92bc93ba20440f2b20a2ef2de8be964896457413</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>biodegradation</topic><topic>biofilters</topic><topic>biomass</topic><topic>Biomass characterization</topic><topic>chemical engineering</topic><topic>gamma-Proteobacteria</topic><topic>in situ hybridization</topic><topic>landfill leachates</topic><topic>Leachate treatment</topic><topic>nitrogen</topic><topic>Nitrogen recovery</topic><topic>Operating costs</topic><topic>ozonation</topic><topic>Ozone</topic><topic>pretreatment</topic><topic>Sequencing batch biofilter granular reactor</topic><topic>sewer systems</topic><topic>sludge</topic><topic>surface water</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Di Iaconi, Claudio</creatorcontrib><creatorcontrib>Rossetti, Simona</creatorcontrib><creatorcontrib>Lopez, Antonio</creatorcontrib><creatorcontrib>Ried, Achim</creatorcontrib><collection>AGRIS</collection><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><jtitle>Chemical engineering journal (Lausanne, Switzerland : 1996)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Di Iaconi, Claudio</au><au>Rossetti, Simona</au><au>Lopez, Antonio</au><au>Ried, Achim</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effective treatment of stabilized municipal landfill leachates</atitle><jtitle>Chemical engineering journal (Lausanne, Switzerland : 1996)</jtitle><date>2011-04-15</date><risdate>2011</risdate><volume>168</volume><issue>3</issue><spage>1085</spage><epage>1092</epage><pages>1085-1092</pages><issn>1385-8947</issn><eissn>1873-3212</eissn><abstract>An alternative process consisting of a pre-treatment step for nitrogen recovery as struvite followed by ozone enhanced biological degradation carried out in a SBBGR system (sequencing batch biofilter granular reactor) is proposed. The efficiency of the process in treating a mature municipal landfill leachate was tested at laboratory scale. The results show that for the same applied ozone dose, the plant performance was improved by shortening the ozonation phase time, due to higher ozone transfer efficiency. After optimization, the process was able to meet the COD limits for discharging into water bodies and sewer systems when a specific ozone dose of 2 and 0.6
g O
3/L
influent, respectively, was used. The process was characterized by a negligible biological sludge production. The economic evaluation of the process showed operating costs of 9 and 6.5
€
per
m
3 of leachate for discharging into water bodies and sewer system, respectively. Additionally, in situ hybridization and staining techniques allowed the microbial composition and structure of the biomass growing under the different operating conditions of the SBBGR system to be defined. Microscopic analysis showed that ozone improves the biomass aggregation and lead to a substantial increase in biomass concentration (i.e., from 18 to 30
gTSS/L
bed) and EPS content. SBBGR biomass was dominated by
Gammaproteobacteria.</abstract><pub>Elsevier B.V</pub><doi>10.1016/j.cej.2011.01.089</doi><tpages>8</tpages></addata></record> |
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language | eng |
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source | ScienceDirect Journals (5 years ago - present) |
subjects | biodegradation biofilters biomass Biomass characterization chemical engineering gamma-Proteobacteria in situ hybridization landfill leachates Leachate treatment nitrogen Nitrogen recovery Operating costs ozonation Ozone pretreatment Sequencing batch biofilter granular reactor sewer systems sludge surface water |
title | Effective treatment of stabilized municipal landfill leachates |
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