Mesquite wood chips (Prosopis) as filter media in a biofilter system for municipal wastewater treatment
The biofiltration system over organic bed (BFOB) uses organic filter material (OFM) to treat municipal wastewater (MWW). This study evaluated the performance of a BFOB system employing mesquite wood chips (Prosopis) as OFM. It also evaluated the effect of hydraulic loading rates (HLRs) in order to a...
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description | The biofiltration system over organic bed (BFOB) uses organic filter material (OFM) to treat municipal wastewater (MWW). This study evaluated the performance of a BFOB system employing mesquite wood chips (Prosopis) as OFM. It also evaluated the effect of hydraulic loading rates (HLRs) in order to achieve the operational parameters required to remove organic matter, suspended material, and pathogens, thus meeting Mexican and US regulations for reuse in irrigation. Two biofilters (BFs) connected in series were installed; the first one aerated (0.62 m(3)air m(-2)h(-1)) and the second one unaerated. The source of MWW was a treatment plant located in Durango, Mexico. For 200 days, three HLRs (0.54, 1.07, and 1.34 m(3)m(-2)d(-1)) were tested. The maximum HLR at which the system showed a high removal efficiency of pollutants and met regulatory standards for reuse in irrigation was 1.07 m(3)m(-2)d(-1), achieving removal efficiencies of biochemical oxygen demand (BOD5) 92%, chemical oxygen demand (COD) 78%, total suspended solids (TSS) 95%, and four log units of fecal coliforms. Electrical conductivity in the effluent ensures that it would not cause soil salinity. Therefore, mesquite wood chips can be considered an innovative material suitable as OFM for BFs treating wastewaters. |
doi_str_mv | 10.2166/wst.2015.595 |
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This study evaluated the performance of a BFOB system employing mesquite wood chips (Prosopis) as OFM. It also evaluated the effect of hydraulic loading rates (HLRs) in order to achieve the operational parameters required to remove organic matter, suspended material, and pathogens, thus meeting Mexican and US regulations for reuse in irrigation. Two biofilters (BFs) connected in series were installed; the first one aerated (0.62 m(3)air m(-2)h(-1)) and the second one unaerated. The source of MWW was a treatment plant located in Durango, Mexico. For 200 days, three HLRs (0.54, 1.07, and 1.34 m(3)m(-2)d(-1)) were tested. The maximum HLR at which the system showed a high removal efficiency of pollutants and met regulatory standards for reuse in irrigation was 1.07 m(3)m(-2)d(-1), achieving removal efficiencies of biochemical oxygen demand (BOD5) 92%, chemical oxygen demand (COD) 78%, total suspended solids (TSS) 95%, and four log units of fecal coliforms. Electrical conductivity in the effluent ensures that it would not cause soil salinity. Therefore, mesquite wood chips can be considered an innovative material suitable as OFM for BFs treating wastewaters.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.2015.595</identifier><identifier>PMID: 27003088</identifier><language>eng</language><publisher>England: IWA Publishing</publisher><subject>Aeration ; Biochemical oxygen demand ; Biodegradation ; Biofilms ; Biofilters ; Biofiltration ; Chemical oxygen demand ; Cities ; Coliforms ; Electrical conductivity ; Electrical resistivity ; Faecal coliforms ; Fecal coliforms ; Filter media ; Filtration - instrumentation ; Filtration - methods ; Hydraulic loading ; Irrigation ; Mesquite ; Mexico ; Municipal wastewater ; Organic matter ; Oxygen demand ; Pathogens ; Performance evaluation ; Pollutant removal ; Pollutants ; Prosopis ; Prosopis - chemistry ; Removal ; Reuse ; Soil ; Soil salinity ; Soils ; Suspended particulate matter ; Total oxygen demand ; Total suspended solids ; Waste Disposal, Fluid - methods ; Waste Water - chemistry ; Wastewater ; Wastewater treatment ; Water Pollutants, Chemical - chemistry ; Wood ; Wood chips</subject><ispartof>Water science and technology, 2016-03, Vol.73 (6), p.1454-1462</ispartof><rights>Copyright IWA Publishing Mar 2016</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c390t-f2013a0aa10299000b38792e52ef5613f3c18701ac7ed706b4a873d38f2719823</citedby><cites>FETCH-LOGICAL-c390t-f2013a0aa10299000b38792e52ef5613f3c18701ac7ed706b4a873d38f2719823</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/27003088$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Sosa-Hernández, D B</creatorcontrib><creatorcontrib>Vigueras-Cortés, J M</creatorcontrib><creatorcontrib>Garzón-Zúñiga, M A</creatorcontrib><title>Mesquite wood chips (Prosopis) as filter media in a biofilter system for municipal wastewater treatment</title><title>Water science and technology</title><addtitle>Water Sci Technol</addtitle><description>The biofiltration system over organic bed (BFOB) uses organic filter material (OFM) to treat municipal wastewater (MWW). This study evaluated the performance of a BFOB system employing mesquite wood chips (Prosopis) as OFM. It also evaluated the effect of hydraulic loading rates (HLRs) in order to achieve the operational parameters required to remove organic matter, suspended material, and pathogens, thus meeting Mexican and US regulations for reuse in irrigation. Two biofilters (BFs) connected in series were installed; the first one aerated (0.62 m(3)air m(-2)h(-1)) and the second one unaerated. The source of MWW was a treatment plant located in Durango, Mexico. For 200 days, three HLRs (0.54, 1.07, and 1.34 m(3)m(-2)d(-1)) were tested. The maximum HLR at which the system showed a high removal efficiency of pollutants and met regulatory standards for reuse in irrigation was 1.07 m(3)m(-2)d(-1), achieving removal efficiencies of biochemical oxygen demand (BOD5) 92%, chemical oxygen demand (COD) 78%, total suspended solids (TSS) 95%, and four log units of fecal coliforms. Electrical conductivity in the effluent ensures that it would not cause soil salinity. Therefore, mesquite wood chips can be considered an innovative material suitable as OFM for BFs treating wastewaters.</description><subject>Aeration</subject><subject>Biochemical oxygen demand</subject><subject>Biodegradation</subject><subject>Biofilms</subject><subject>Biofilters</subject><subject>Biofiltration</subject><subject>Chemical oxygen demand</subject><subject>Cities</subject><subject>Coliforms</subject><subject>Electrical conductivity</subject><subject>Electrical resistivity</subject><subject>Faecal coliforms</subject><subject>Fecal coliforms</subject><subject>Filter media</subject><subject>Filtration - instrumentation</subject><subject>Filtration - methods</subject><subject>Hydraulic loading</subject><subject>Irrigation</subject><subject>Mesquite</subject><subject>Mexico</subject><subject>Municipal wastewater</subject><subject>Organic matter</subject><subject>Oxygen demand</subject><subject>Pathogens</subject><subject>Performance evaluation</subject><subject>Pollutant removal</subject><subject>Pollutants</subject><subject>Prosopis</subject><subject>Prosopis - chemistry</subject><subject>Removal</subject><subject>Reuse</subject><subject>Soil</subject><subject>Soil salinity</subject><subject>Soils</subject><subject>Suspended particulate matter</subject><subject>Total oxygen demand</subject><subject>Total suspended solids</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Waste Water - chemistry</subject><subject>Wastewater</subject><subject>Wastewater treatment</subject><subject>Water Pollutants, Chemical - chemistry</subject><subject>Wood</subject><subject>Wood chips</subject><issn>0273-1223</issn><issn>1996-9732</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkctLAzEQh4Motj5uniXgpYJbJ0nzOkrxBYoe9BzSbVZTdjfrJkvxvzfF6sGLp4GZj2Hm9yF0QmBKiRCX65imFAifcs130JhoLQotGd1FY6CSFYRSNkIHMa4AQLIZ7KMRlQAMlBqjt0cXPwafHF6HsMTlu-8injz3IYbOx3NsI658nVyPG7f0FvsWW7zwYduMnzG5Blchz4fWl76zNV7b3FzbzTz1zqbGtekI7VW2ju54Ww_R6831y_yueHi6vZ9fPRQl05CKKn_CLFhLgGqdD14wJTV1nLqKC8IqVhIlgdhSuqUEsZhZJdmSqYpKohVlh2jyvbfrw8fgYjKNj6Wra9u6MERDFCghQHD5PyolF1QzLjJ69gddhaFv8yOGaMozp2YsUxffVJnji72rTNf7xvafhoDZuDLZldm4MtlVxk-3S4dFDvcX_pHDvgADdo4n</recordid><startdate>20160301</startdate><enddate>20160301</enddate><creator>Sosa-Hernández, D B</creator><creator>Vigueras-Cortés, J M</creator><creator>Garzón-Zúñiga, M A</creator><general>IWA Publishing</general><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>7QH</scope><scope>7UA</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>8FE</scope><scope>8FG</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>H96</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0S</scope><scope>M1P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7X8</scope><scope>7ST</scope><scope>7TV</scope><scope>SOI</scope></search><sort><creationdate>20160301</creationdate><title>Mesquite wood chips (Prosopis) as filter media in a biofilter system for municipal wastewater treatment</title><author>Sosa-Hernández, D B ; Vigueras-Cortés, J M ; Garzón-Zúñiga, M A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c390t-f2013a0aa10299000b38792e52ef5613f3c18701ac7ed706b4a873d38f2719823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Aeration</topic><topic>Biochemical oxygen demand</topic><topic>Biodegradation</topic><topic>Biofilms</topic><topic>Biofilters</topic><topic>Biofiltration</topic><topic>Chemical oxygen demand</topic><topic>Cities</topic><topic>Coliforms</topic><topic>Electrical conductivity</topic><topic>Electrical resistivity</topic><topic>Faecal coliforms</topic><topic>Fecal coliforms</topic><topic>Filter media</topic><topic>Filtration - 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Academic</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Water science and technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sosa-Hernández, D B</au><au>Vigueras-Cortés, J M</au><au>Garzón-Zúñiga, M A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mesquite wood chips (Prosopis) as filter media in a biofilter system for municipal wastewater treatment</atitle><jtitle>Water science and technology</jtitle><addtitle>Water Sci Technol</addtitle><date>2016-03-01</date><risdate>2016</risdate><volume>73</volume><issue>6</issue><spage>1454</spage><epage>1462</epage><pages>1454-1462</pages><issn>0273-1223</issn><eissn>1996-9732</eissn><abstract>The biofiltration system over organic bed (BFOB) uses organic filter material (OFM) to treat municipal wastewater (MWW). This study evaluated the performance of a BFOB system employing mesquite wood chips (Prosopis) as OFM. It also evaluated the effect of hydraulic loading rates (HLRs) in order to achieve the operational parameters required to remove organic matter, suspended material, and pathogens, thus meeting Mexican and US regulations for reuse in irrigation. Two biofilters (BFs) connected in series were installed; the first one aerated (0.62 m(3)air m(-2)h(-1)) and the second one unaerated. The source of MWW was a treatment plant located in Durango, Mexico. For 200 days, three HLRs (0.54, 1.07, and 1.34 m(3)m(-2)d(-1)) were tested. The maximum HLR at which the system showed a high removal efficiency of pollutants and met regulatory standards for reuse in irrigation was 1.07 m(3)m(-2)d(-1), achieving removal efficiencies of biochemical oxygen demand (BOD5) 92%, chemical oxygen demand (COD) 78%, total suspended solids (TSS) 95%, and four log units of fecal coliforms. Electrical conductivity in the effluent ensures that it would not cause soil salinity. Therefore, mesquite wood chips can be considered an innovative material suitable as OFM for BFs treating wastewaters.</abstract><cop>England</cop><pub>IWA Publishing</pub><pmid>27003088</pmid><doi>10.2166/wst.2015.595</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Aeration Biochemical oxygen demand Biodegradation Biofilms Biofilters Biofiltration Chemical oxygen demand Cities Coliforms Electrical conductivity Electrical resistivity Faecal coliforms Fecal coliforms Filter media Filtration - instrumentation Filtration - methods Hydraulic loading Irrigation Mesquite Mexico Municipal wastewater Organic matter Oxygen demand Pathogens Performance evaluation Pollutant removal Pollutants Prosopis Prosopis - chemistry Removal Reuse Soil Soil salinity Soils Suspended particulate matter Total oxygen demand Total suspended solids Waste Disposal, Fluid - methods Waste Water - chemistry Wastewater Wastewater treatment Water Pollutants, Chemical - chemistry Wood Wood chips |
title | Mesquite wood chips (Prosopis) as filter media in a biofilter system for municipal wastewater treatment |
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