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Vertical-flow constructed wetlands treating domestic wastewater contaminated by hydrocarbons
The aim was to compare the impact of different design (aggregate size) and operational (contact time, empty time and chemical oxygen demand (COD) loading) variables on the long-term and seasonal performance of vertical-flow constructed wetland filters operated in tidal flow mode before and after a o...
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Published in: | Water science and technology 2015-01, Vol.71 (6), p.938-946 |
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creator | Al-Isawi, R H K Sani, A Almuktar, S A A A N Scholz, M |
description | The aim was to compare the impact of different design (aggregate size) and operational (contact time, empty time and chemical oxygen demand (COD) loading) variables on the long-term and seasonal performance of vertical-flow constructed wetland filters operated in tidal flow mode before and after a one-off spill of diesel. Ten different vertical-flow wetland systems were planted with Phragmites australis (Cav.) Trin. ex Steud. (common reed). Approximately 130 g of diesel fuel was poured into four wetland filters. Before the spill, compliance with secondary wastewater treatment standards was achieved by all wetlands regarding ammonia-nitrogen (NH4-N), nitrate-nitrogen (NO₃-N) and suspended solids (SS), and non-compliance was recorded for biochemical oxygen demand and ortho-phosphate-phosphorus (PO₄-P). Higher COD inflow concentrations had a significantly positive impact on the treatment performance for COD, PO₄-P and SS. The wetland with the largest aggregate size had the lowest mean NO₃-N outflow concentration. However, the results were similar regardless of aggregate size and resting time for most variables. Clear seasonal outflow concentration trends were recorded for COD, NH4-N and NO₃-N. No filter clogging was observed. The removal efficiencies dropped for those filters impacted by the diesel spill. The wetlands system shows a good performance regarding total petroleum hydrocarbon (TPH) removal. |
doi_str_mv | 10.2166/wst.2015.054 |
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Ten different vertical-flow wetland systems were planted with Phragmites australis (Cav.) Trin. ex Steud. (common reed). Approximately 130 g of diesel fuel was poured into four wetland filters. Before the spill, compliance with secondary wastewater treatment standards was achieved by all wetlands regarding ammonia-nitrogen (NH4-N), nitrate-nitrogen (NO₃-N) and suspended solids (SS), and non-compliance was recorded for biochemical oxygen demand and ortho-phosphate-phosphorus (PO₄-P). Higher COD inflow concentrations had a significantly positive impact on the treatment performance for COD, PO₄-P and SS. The wetland with the largest aggregate size had the lowest mean NO₃-N outflow concentration. However, the results were similar regardless of aggregate size and resting time for most variables. Clear seasonal outflow concentration trends were recorded for COD, NH4-N and NO₃-N. No filter clogging was observed. The removal efficiencies dropped for those filters impacted by the diesel spill. The wetlands system shows a good performance regarding total petroleum hydrocarbon (TPH) removal.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.2015.054</identifier><identifier>PMID: 25812105</identifier><language>eng</language><publisher>England: IWA Publishing</publisher><subject>Aggregates ; Ammonia ; Ammonium Compounds - analysis ; Aquatic plants ; Artificial wetlands ; Biochemical oxygen demand ; Chemical oxygen demand ; Chemical spills ; Contamination ; Data analysis ; Diesel ; Diesel fuels ; Domestic wastewater ; Efficiency ; Filters ; Filtration ; Fluid filters ; Freshwater plants ; Gasoline - analysis ; Health sciences ; Hydraulics ; Hydrocarbons ; Inflow ; Laboratories ; Marshes ; Methods ; Nitrates - analysis ; Nitrogen ; Organic chemicals ; Outflow ; Petroleum hydrocarbons ; Petroleum Pollution - analysis ; Phosphates ; Phosphates - analysis ; Phosphorus ; Phragmites australis ; Removal ; Seasons ; Secondary wastewater ; Secondary wastewater treatment ; Suspended particulate matter ; Suspended solids ; Tidal currents ; Tidal flow ; Total oxygen demand ; Waste Disposal, Fluid ; Waste Water - analysis ; Wastewater ; Wastewater pollution ; Wastewater treatment ; Water Pollutants, Chemical - analysis ; Water Quality ; Wetlands</subject><ispartof>Water science and technology, 2015-01, Vol.71 (6), p.938-946</ispartof><rights>Copyright IWA Publishing Mar 2015</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c352t-f6eaa41c1e79cfeefdc2b986c65471ea6fab64dc7a841df2eb89dec758d9f6d3</citedby><cites>FETCH-LOGICAL-c352t-f6eaa41c1e79cfeefdc2b986c65471ea6fab64dc7a841df2eb89dec758d9f6d3</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/25812105$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Al-Isawi, R H K</creatorcontrib><creatorcontrib>Sani, A</creatorcontrib><creatorcontrib>Almuktar, S A A A N</creatorcontrib><creatorcontrib>Scholz, M</creatorcontrib><title>Vertical-flow constructed wetlands treating domestic wastewater contaminated by hydrocarbons</title><title>Water science and technology</title><addtitle>Water Sci Technol</addtitle><description>The aim was to compare the impact of different design (aggregate size) and operational (contact time, empty time and chemical oxygen demand (COD) loading) variables on the long-term and seasonal performance of vertical-flow constructed wetland filters operated in tidal flow mode before and after a one-off spill of diesel. Ten different vertical-flow wetland systems were planted with Phragmites australis (Cav.) Trin. ex Steud. (common reed). Approximately 130 g of diesel fuel was poured into four wetland filters. Before the spill, compliance with secondary wastewater treatment standards was achieved by all wetlands regarding ammonia-nitrogen (NH4-N), nitrate-nitrogen (NO₃-N) and suspended solids (SS), and non-compliance was recorded for biochemical oxygen demand and ortho-phosphate-phosphorus (PO₄-P). Higher COD inflow concentrations had a significantly positive impact on the treatment performance for COD, PO₄-P and SS. The wetland with the largest aggregate size had the lowest mean NO₃-N outflow concentration. However, the results were similar regardless of aggregate size and resting time for most variables. Clear seasonal outflow concentration trends were recorded for COD, NH4-N and NO₃-N. No filter clogging was observed. The removal efficiencies dropped for those filters impacted by the diesel spill. The wetlands system shows a good performance regarding total petroleum hydrocarbon (TPH) removal.</description><subject>Aggregates</subject><subject>Ammonia</subject><subject>Ammonium Compounds - analysis</subject><subject>Aquatic plants</subject><subject>Artificial wetlands</subject><subject>Biochemical oxygen demand</subject><subject>Chemical oxygen demand</subject><subject>Chemical spills</subject><subject>Contamination</subject><subject>Data analysis</subject><subject>Diesel</subject><subject>Diesel fuels</subject><subject>Domestic wastewater</subject><subject>Efficiency</subject><subject>Filters</subject><subject>Filtration</subject><subject>Fluid filters</subject><subject>Freshwater plants</subject><subject>Gasoline - analysis</subject><subject>Health sciences</subject><subject>Hydraulics</subject><subject>Hydrocarbons</subject><subject>Inflow</subject><subject>Laboratories</subject><subject>Marshes</subject><subject>Methods</subject><subject>Nitrates - analysis</subject><subject>Nitrogen</subject><subject>Organic chemicals</subject><subject>Outflow</subject><subject>Petroleum hydrocarbons</subject><subject>Petroleum Pollution - analysis</subject><subject>Phosphates</subject><subject>Phosphates - analysis</subject><subject>Phosphorus</subject><subject>Phragmites australis</subject><subject>Removal</subject><subject>Seasons</subject><subject>Secondary wastewater</subject><subject>Secondary wastewater treatment</subject><subject>Suspended particulate matter</subject><subject>Suspended solids</subject><subject>Tidal currents</subject><subject>Tidal flow</subject><subject>Total oxygen demand</subject><subject>Waste Disposal, Fluid</subject><subject>Waste Water - analysis</subject><subject>Wastewater</subject><subject>Wastewater pollution</subject><subject>Wastewater treatment</subject><subject>Water Pollutants, Chemical - analysis</subject><subject>Water Quality</subject><subject>Wetlands</subject><issn>0273-1223</issn><issn>1996-9732</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNqNkTtPwzAURi0EoqWwMaNILAyk-JE48YgqXlIllooJyXLsa0iVR7EdRf33uGphYGK6y7mfvnsPQpcEzynh_G70YU4xyec4z47QlAjBU1EweoymmBYsJZSyCTrzfo0xLliGT9GE5iWhBOdT9P4GLtRaNalt-jHRfeeDG3QAk4wQGtUZnwQHKtTdR2L6Fnykk1H5AKMK4HYbQbV1p3Yr1Tb53BrXa-WqmHSOTqxqPFwc5gytHh9Wi-d0-fr0srhfpprlNKSWg1IZ0QQKoS2ANZpWouSa51lBQHGrKp4ZXagyI8ZSqEphQBd5aYTlhs3QzT524_qvITaUbe01NLE99IOXhAtCBRWM_QPl8UU5Fzii13_QdT-4Lt4hiWBYlDGRR-p2T2nXe-_Ayo2rW-W2kmC58yOjH7nzI6OfiF8dQoeqBfML_whh309FjjE</recordid><startdate>20150101</startdate><enddate>20150101</enddate><creator>Al-Isawi, R H K</creator><creator>Sani, A</creator><creator>Almuktar, S A A A N</creator><creator>Scholz, M</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>PHGZM</scope><scope>PHGZT</scope><scope>PJZUB</scope><scope>PKEHL</scope><scope>PPXIY</scope><scope>PQEST</scope><scope>PQGLB</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7X8</scope><scope>7ST</scope><scope>SOI</scope></search><sort><creationdate>20150101</creationdate><title>Vertical-flow constructed wetlands treating domestic wastewater contaminated by hydrocarbons</title><author>Al-Isawi, R H K ; Sani, A ; Almuktar, S A A A N ; Scholz, M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c352t-f6eaa41c1e79cfeefdc2b986c65471ea6fab64dc7a841df2eb89dec758d9f6d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Aggregates</topic><topic>Ammonia</topic><topic>Ammonium Compounds - 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Academic</collection><collection>Environment 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>Al-Isawi, R H K</au><au>Sani, A</au><au>Almuktar, S A A A N</au><au>Scholz, M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Vertical-flow constructed wetlands treating domestic wastewater contaminated by hydrocarbons</atitle><jtitle>Water science and technology</jtitle><addtitle>Water Sci Technol</addtitle><date>2015-01-01</date><risdate>2015</risdate><volume>71</volume><issue>6</issue><spage>938</spage><epage>946</epage><pages>938-946</pages><issn>0273-1223</issn><eissn>1996-9732</eissn><abstract>The aim was to compare the impact of different design (aggregate size) and operational (contact time, empty time and chemical oxygen demand (COD) loading) variables on the long-term and seasonal performance of vertical-flow constructed wetland filters operated in tidal flow mode before and after a one-off spill of diesel. Ten different vertical-flow wetland systems were planted with Phragmites australis (Cav.) Trin. ex Steud. (common reed). Approximately 130 g of diesel fuel was poured into four wetland filters. Before the spill, compliance with secondary wastewater treatment standards was achieved by all wetlands regarding ammonia-nitrogen (NH4-N), nitrate-nitrogen (NO₃-N) and suspended solids (SS), and non-compliance was recorded for biochemical oxygen demand and ortho-phosphate-phosphorus (PO₄-P). Higher COD inflow concentrations had a significantly positive impact on the treatment performance for COD, PO₄-P and SS. The wetland with the largest aggregate size had the lowest mean NO₃-N outflow concentration. However, the results were similar regardless of aggregate size and resting time for most variables. Clear seasonal outflow concentration trends were recorded for COD, NH4-N and NO₃-N. No filter clogging was observed. The removal efficiencies dropped for those filters impacted by the diesel spill. The wetlands system shows a good performance regarding total petroleum hydrocarbon (TPH) removal.</abstract><cop>England</cop><pub>IWA Publishing</pub><pmid>25812105</pmid><doi>10.2166/wst.2015.054</doi><tpages>9</tpages></addata></record> |
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source | Alma/SFX Local Collection |
subjects | Aggregates Ammonia Ammonium Compounds - analysis Aquatic plants Artificial wetlands Biochemical oxygen demand Chemical oxygen demand Chemical spills Contamination Data analysis Diesel Diesel fuels Domestic wastewater Efficiency Filters Filtration Fluid filters Freshwater plants Gasoline - analysis Health sciences Hydraulics Hydrocarbons Inflow Laboratories Marshes Methods Nitrates - analysis Nitrogen Organic chemicals Outflow Petroleum hydrocarbons Petroleum Pollution - analysis Phosphates Phosphates - analysis Phosphorus Phragmites australis Removal Seasons Secondary wastewater Secondary wastewater treatment Suspended particulate matter Suspended solids Tidal currents Tidal flow Total oxygen demand Waste Disposal, Fluid Waste Water - analysis Wastewater Wastewater pollution Wastewater treatment Water Pollutants, Chemical - analysis Water Quality Wetlands |
title | Vertical-flow constructed wetlands treating domestic wastewater contaminated by hydrocarbons |
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