Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation
The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. Th...
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Veröffentlicht in: | Water science and technology 2013-01, Vol.68 (5), p.1195-1202 |
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description | The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field. |
doi_str_mv | 10.2166/wst.2013.374 |
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Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.2013.374</identifier><identifier>PMID: 24037174</identifier><identifier>CODEN: WSTED4</identifier><language>eng</language><publisher>London: International Water Association</publisher><subject>Algae ; Analysis methods ; Applied sciences ; Aquatic plants ; Artificial wetlands ; Bar screens ; Beds (geology) ; Chemical oxygen demand ; Compost wetlands ; Composting ; Cultivation ; Czech Republic ; Design ; Exact sciences and technology ; Fluid filters ; Freshwater plants ; General purification processes ; Glyceria maxima ; Hydraulics ; Hydroponics ; Iris pseudacorus ; Lythrum salicaria ; Marshes ; Natural water pollution ; Nutrient removal ; Nutrients ; Phalaris arundinacea ; Phragmites australis ; Plant species ; Pollution ; Pretreatment ; Reedbeds ; Refurbishment ; Sludge ; Waste Disposal, Fluid - methods ; Wastewater ; Wastewaters ; Water Purification - methods ; Water treatment ; Water treatment and pollution ; Wetlands</subject><ispartof>Water science and technology, 2013-01, Vol.68 (5), p.1195-1202</ispartof><rights>2014 INIST-CNRS</rights><rights>Copyright IWA Publishing Sep 2013</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a405t-fb66491e7c28c3019b69ee4d6cdb47e26d8b509c0b21ac8dceef60a31ec24d773</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,27905,27906</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27837083$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/24037174$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>HUDCOVA, Tereza</creatorcontrib><creatorcontrib>VYMAZAL, Jan</creatorcontrib><creatorcontrib>DUNAJSKY, Michal Kriška</creatorcontrib><title>Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation</title><title>Water science and technology</title><addtitle>Water Sci Technol</addtitle><description>The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field.</description><subject>Algae</subject><subject>Analysis methods</subject><subject>Applied sciences</subject><subject>Aquatic plants</subject><subject>Artificial wetlands</subject><subject>Bar screens</subject><subject>Beds (geology)</subject><subject>Chemical oxygen demand</subject><subject>Compost wetlands</subject><subject>Composting</subject><subject>Cultivation</subject><subject>Czech Republic</subject><subject>Design</subject><subject>Exact sciences and technology</subject><subject>Fluid filters</subject><subject>Freshwater plants</subject><subject>General purification processes</subject><subject>Glyceria maxima</subject><subject>Hydraulics</subject><subject>Hydroponics</subject><subject>Iris pseudacorus</subject><subject>Lythrum salicaria</subject><subject>Marshes</subject><subject>Natural water pollution</subject><subject>Nutrient removal</subject><subject>Nutrients</subject><subject>Phalaris arundinacea</subject><subject>Phragmites australis</subject><subject>Plant species</subject><subject>Pollution</subject><subject>Pretreatment</subject><subject>Reedbeds</subject><subject>Refurbishment</subject><subject>Sludge</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Wastewater</subject><subject>Wastewaters</subject><subject>Water Purification - methods</subject><subject>Water treatment</subject><subject>Water treatment and pollution</subject><subject>Wetlands</subject><issn>0273-1223</issn><issn>1996-9732</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqN0cFLHDEUBvAgiq62N88lIIKHzjbJyyaTo4i2BUEo7TlkMi84MjvZJhkW-9ebxdVCTz09CD--vMdHyDlnS8GV-rLNZSkYhyVoeUAW3BjVGA3ikCyY0NBwIeCEnOb8xBjTINkxORGSgeZaLoj_gT5OuaTZlyFONAbq6PsL9nSLZXRTnUN5pI8xDX_iVNxI89zlOQXnkYYxbqkLBRPlLX1Gl_IuJ24wuV3oB3IU3Jjx436ekV93tz9vvjX3D1-_31zfN06yVWlCp5Q0HLUXrQfGTacMouyV7zupUai-7VbMeNYJ7nzbe8SgmAOOXsheazgjV6-5mxR_z5iLXQ_Z41j3xzhny6UEUGrF_ocCCKWlaiu9-Ic-xTlN9RDLjYT6rzaqqs-vyqeYc8JgN2lYu_RsObO7nmztye56srWnyj_tQ-dujf07fiumgss9cNm7MSQ3-SH_dboFzVqAFzH-m5s</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>HUDCOVA, Tereza</creator><creator>VYMAZAL, Jan</creator><creator>DUNAJSKY, Michal Kriška</creator><general>International Water Association</general><general>IWA Publishing</general><scope>IQODW</scope><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>SOI</scope></search><sort><creationdate>20130101</creationdate><title>Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation</title><author>HUDCOVA, Tereza ; VYMAZAL, Jan ; DUNAJSKY, Michal Kriška</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a405t-fb66491e7c28c3019b69ee4d6cdb47e26d8b509c0b21ac8dceef60a31ec24d773</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Algae</topic><topic>Analysis methods</topic><topic>Applied sciences</topic><topic>Aquatic plants</topic><topic>Artificial wetlands</topic><topic>Bar screens</topic><topic>Beds (geology)</topic><topic>Chemical oxygen demand</topic><topic>Compost wetlands</topic><topic>Composting</topic><topic>Cultivation</topic><topic>Czech Republic</topic><topic>Design</topic><topic>Exact sciences and technology</topic><topic>Fluid filters</topic><topic>Freshwater plants</topic><topic>General purification processes</topic><topic>Glyceria maxima</topic><topic>Hydraulics</topic><topic>Hydroponics</topic><topic>Iris pseudacorus</topic><topic>Lythrum salicaria</topic><topic>Marshes</topic><topic>Natural water pollution</topic><topic>Nutrient removal</topic><topic>Nutrients</topic><topic>Phalaris arundinacea</topic><topic>Phragmites australis</topic><topic>Plant species</topic><topic>Pollution</topic><topic>Pretreatment</topic><topic>Reedbeds</topic><topic>Refurbishment</topic><topic>Sludge</topic><topic>Waste Disposal, Fluid - 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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>HUDCOVA, Tereza</au><au>VYMAZAL, Jan</au><au>DUNAJSKY, Michal Kriška</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation</atitle><jtitle>Water science and technology</jtitle><addtitle>Water Sci Technol</addtitle><date>2013-01-01</date><risdate>2013</risdate><volume>68</volume><issue>5</issue><spage>1195</spage><epage>1202</epage><pages>1195-1202</pages><issn>0273-1223</issn><eissn>1996-9732</eissn><coden>WSTED4</coden><abstract>The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field.</abstract><cop>London</cop><pub>International Water Association</pub><pmid>24037174</pmid><doi>10.2166/wst.2013.374</doi><tpages>8</tpages></addata></record> |
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source | MEDLINE; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
subjects | Algae Analysis methods Applied sciences Aquatic plants Artificial wetlands Bar screens Beds (geology) Chemical oxygen demand Compost wetlands Composting Cultivation Czech Republic Design Exact sciences and technology Fluid filters Freshwater plants General purification processes Glyceria maxima Hydraulics Hydroponics Iris pseudacorus Lythrum salicaria Marshes Natural water pollution Nutrient removal Nutrients Phalaris arundinacea Phragmites australis Plant species Pollution Pretreatment Reedbeds Refurbishment Sludge Waste Disposal, Fluid - methods Wastewater Wastewaters Water Purification - methods Water treatment Water treatment and pollution Wetlands |
title | Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation |
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