Removal of nutrients from septic tank effluent with baffle subsurface-flow constructed wetlands
Three new baffle flow constructed wetlands (CWs), namely the baffle horizontal flow CW (Z1), baffle vertical flow CW (Z2) and baffle hybrid flow CW (Z3), along with one traditional horizontal subsurface flow CW (Z4) were designed to test the removal efficiency of nitrogen (N) and phosphorus (P) from...
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Veröffentlicht in: | Journal of environmental management 2015-04, Vol.153, p.33-39 |
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creator | Cui, Lihua Ouyang, Ying Yang, Weizhi Huang, Zhujian Xu, Qiaoling Yu, Guangwei |
description | Three new baffle flow constructed wetlands (CWs), namely the baffle horizontal flow CW (Z1), baffle vertical flow CW (Z2) and baffle hybrid flow CW (Z3), along with one traditional horizontal subsurface flow CW (Z4) were designed to test the removal efficiency of nitrogen (N) and phosphorus (P) from the septic tank effluent under varying hydraulic retention times (HRTs). Results showed that the optimal HRT was two days for maximal removal of N and P from the septic tank effluent among the four CWs. At this HRT, the Z1, Z2, Z3 and Z4 CWs removed, respectively, 49.93, 58.50, 46.01 and 44.44% of TN as well as 87.82, 93.23, 95.97 and 91.30% of TP. Our study further revealed that the Z3 CW was the best design for overall removal of N and P from the septic tank effluent due to its hybrid flow directions with better oxygen supply inside the CW system.
•We design new constructed wetlands for purification of wastewater.•Baffle hybrid constructed wetland is best for nutrient removal.•The optimal hydraulic retention time for removal of nutrients is 2 days. |
doi_str_mv | 10.1016/j.jenvman.2015.01.035 |
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•We design new constructed wetlands for purification of wastewater.•Baffle hybrid constructed wetland is best for nutrient removal.•The optimal hydraulic retention time for removal of nutrients is 2 days.</description><identifier>ISSN: 0301-4797</identifier><identifier>EISSN: 1095-8630</identifier><identifier>DOI: 10.1016/j.jenvman.2015.01.035</identifier><identifier>PMID: 25646674</identifier><identifier>CODEN: JEVMAW</identifier><language>eng</language><publisher>England: Elsevier Ltd</publisher><subject>Baffle flow ; Baffles ; Constructed wetland ; Construction ; Design engineering ; Effluents ; Environment management ; Nitrogen ; Nitrogen - metabolism ; Nutrient removal ; Optimization ; Phosphorus ; Phosphorus - metabolism ; Septic tank effluent ; Septic tanks ; Sewage - analysis ; Waste Disposal, Fluid - methods ; Water Pollutants, Chemical - metabolism ; Wetlands ; Zingiberales - metabolism</subject><ispartof>Journal of environmental management, 2015-04, Vol.153, p.33-39</ispartof><rights>2015 Elsevier Ltd</rights><rights>Copyright © 2015 Elsevier Ltd. All rights reserved.</rights><rights>Copyright Academic Press Ltd. Apr 15, 2015</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c459t-7752e607d4b1a173d7583e41369c415ff723d29a3116028096ff1d6d2060db4a3</citedby><cites>FETCH-LOGICAL-c459t-7752e607d4b1a173d7583e41369c415ff723d29a3116028096ff1d6d2060db4a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.jenvman.2015.01.035$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/25646674$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Cui, Lihua</creatorcontrib><creatorcontrib>Ouyang, Ying</creatorcontrib><creatorcontrib>Yang, Weizhi</creatorcontrib><creatorcontrib>Huang, Zhujian</creatorcontrib><creatorcontrib>Xu, Qiaoling</creatorcontrib><creatorcontrib>Yu, Guangwei</creatorcontrib><title>Removal of nutrients from septic tank effluent with baffle subsurface-flow constructed wetlands</title><title>Journal of environmental management</title><addtitle>J Environ Manage</addtitle><description>Three new baffle flow constructed wetlands (CWs), namely the baffle horizontal flow CW (Z1), baffle vertical flow CW (Z2) and baffle hybrid flow CW (Z3), along with one traditional horizontal subsurface flow CW (Z4) were designed to test the removal efficiency of nitrogen (N) and phosphorus (P) from the septic tank effluent under varying hydraulic retention times (HRTs). Results showed that the optimal HRT was two days for maximal removal of N and P from the septic tank effluent among the four CWs. At this HRT, the Z1, Z2, Z3 and Z4 CWs removed, respectively, 49.93, 58.50, 46.01 and 44.44% of TN as well as 87.82, 93.23, 95.97 and 91.30% of TP. Our study further revealed that the Z3 CW was the best design for overall removal of N and P from the septic tank effluent due to its hybrid flow directions with better oxygen supply inside the CW system.
•We design new constructed wetlands for purification of wastewater.•Baffle hybrid constructed wetland is best for nutrient removal.•The optimal hydraulic retention time for removal of nutrients is 2 days.</description><subject>Baffle flow</subject><subject>Baffles</subject><subject>Constructed wetland</subject><subject>Construction</subject><subject>Design engineering</subject><subject>Effluents</subject><subject>Environment management</subject><subject>Nitrogen</subject><subject>Nitrogen - metabolism</subject><subject>Nutrient removal</subject><subject>Optimization</subject><subject>Phosphorus</subject><subject>Phosphorus - metabolism</subject><subject>Septic tank effluent</subject><subject>Septic tanks</subject><subject>Sewage - analysis</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Water Pollutants, Chemical - metabolism</subject><subject>Wetlands</subject><subject>Zingiberales - metabolism</subject><issn>0301-4797</issn><issn>1095-8630</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><recordid>eNqNkUuLFDEQgIMo7uzqT1ACXrx0m3TeJ5FFXWFBED2HdFLBbvsxJukZ_PdmmNGDl_VUFPVVVVIfQi8oaSmh8s3YjrAcZre0HaGiJbQlTDxCO0qMaLRk5DHaEUZow5VRV-g655EQwjqqnqKrTkgupeI7ZL_AvB7chNeIl62kAZaScUzrjDPsy-BxccsPDDFOWy3h41C-497VFHDe-ryl6Dw0cVqP2K9LLmnzBQI-QpncEvIz9CS6KcPzS7xB3z68_3p719x__vjp9t1947kwpVFKdCCJCrynjioWlNAMOGXSeE5FjKpjoTOOUSpJp4mRMdIgQ0ckCT137Aa9Ps_dp_XnBrnYecgepvoIWLdsqVL1Gtpo_h8o63THtRYPo1IybQyRqqKv_kHHdUtL_fOJ4lxTo0ylxJnyac05QbT7NMwu_bKU2JNXO9qLV3vyagm11Wvte3mZvvUzhL9df0RW4O0ZgHrkwwDJZl9deghDAl9sWIcHVvwGSEC1Qg</recordid><startdate>20150415</startdate><enddate>20150415</enddate><creator>Cui, Lihua</creator><creator>Ouyang, Ying</creator><creator>Yang, Weizhi</creator><creator>Huang, Zhujian</creator><creator>Xu, Qiaoling</creator><creator>Yu, Guangwei</creator><general>Elsevier Ltd</general><general>Academic Press Ltd</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>7QH</scope><scope>7SN</scope><scope>7ST</scope><scope>7UA</scope><scope>8BJ</scope><scope>C1K</scope><scope>F1W</scope><scope>FQK</scope><scope>H97</scope><scope>JBE</scope><scope>L.G</scope><scope>SOI</scope><scope>7X8</scope><scope>7U6</scope><scope>7SU</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20150415</creationdate><title>Removal of nutrients from septic tank effluent with baffle subsurface-flow constructed wetlands</title><author>Cui, Lihua ; 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Results showed that the optimal HRT was two days for maximal removal of N and P from the septic tank effluent among the four CWs. At this HRT, the Z1, Z2, Z3 and Z4 CWs removed, respectively, 49.93, 58.50, 46.01 and 44.44% of TN as well as 87.82, 93.23, 95.97 and 91.30% of TP. Our study further revealed that the Z3 CW was the best design for overall removal of N and P from the septic tank effluent due to its hybrid flow directions with better oxygen supply inside the CW system.
•We design new constructed wetlands for purification of wastewater.•Baffle hybrid constructed wetland is best for nutrient removal.•The optimal hydraulic retention time for removal of nutrients is 2 days.</abstract><cop>England</cop><pub>Elsevier Ltd</pub><pmid>25646674</pmid><doi>10.1016/j.jenvman.2015.01.035</doi><tpages>7</tpages></addata></record> |
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subjects | Baffle flow Baffles Constructed wetland Construction Design engineering Effluents Environment management Nitrogen Nitrogen - metabolism Nutrient removal Optimization Phosphorus Phosphorus - metabolism Septic tank effluent Septic tanks Sewage - analysis Waste Disposal, Fluid - methods Water Pollutants, Chemical - metabolism Wetlands Zingiberales - metabolism |
title | Removal of nutrients from septic tank effluent with baffle subsurface-flow constructed wetlands |
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