Please use this identifier to cite or link to this item:https://hdl.handle.net/20.500.12259/85325
Full metadata record
DC FieldValueLanguage
dc.contributor.authorGasiūnas, Valerijus-
dc.contributor.authorStrusevičius, Zenonas-
dc.coverage.spatialLT-
dc.date.accessioned2019-05-17T04:15:15Z-
dc.date.available2019-05-17T04:15:15Z-
dc.date.issued2006-
dc.identifier.issn16484363-
dc.identifier.otherVDU02-000046987-
dc.identifier.urihttps://hdl.handle.net/20.500.12259/85325-
dc.description.abstractConstructed wetlands (CW) is one of wastewater treatment methods described as plant soil filters. They may be free-water surface wetlands, the so-called macrophytes filters (MF); another type of CW are subsurface flow filters including filters of vertical flow (VF) and horizontal flow (HF). To evaluate BOD5, COD and suspended solids removal efficiency, the database of the studies on different construction of CW collected within the period of 1995–2006 was used. The objective of the studies was to compare BOD5, COD and SS removal efficiency in constructed wetlands of different construction under the climatic conditions of Lithuania. As the comparative analysis has shown, the most efficient removal of mentioned pollutants (when calculating for area unit of a filter) is observed in filters of vertical flow (VF); in filters of horizontal flow (HF) the process is less efficient, while in macrophytes filters (MF) pollutants are removed least efficiently. When the load according to BOD5 is the same in all filters (4 g/m2/d), treatment efficiency in VF reaches 97.0%, in HF and MF it is 77.5% and 34.5% respectively. To reach the normative treatment level according to BOD5 (25 mgO2/l), possible load of VF would be 19.0 g/m2/d BOD5, while the load of HF and MF would be only 6.0 and 3.6 g/m2/d BOD5 respectively. Having calculated the average load of filters according to COD (8 g/m2/d), treatment efficiency in VF reaches 97.5%, in HF it is 80.8%, in MF it is only 32.3%. Under the conditions of normative treatment efficiency, according to COD (125 mgO2/l), COD concentrations contained in wastewater after the treatment process are as follows: VF – 83.7, HF – 72.8, MF – 75.6 mgO2/l. When the load of filters according to suspended solids (SS) is 4 g/m2/d, treatment efficiency in VF reaches 87.3%, in HF it is 67.5%, in MF it is 59.0%en
dc.description.sponsorshipVytauto Didžiojo universitetas-
dc.description.sponsorshipŽemės ūkio akademija-
dc.format.extentp. 69-77-
dc.language.isoen-
dc.relation.ispartofWater management engineering. , Vol. 3 (6) (2006)-
dc.relation.isreferencedbyVINITI-
dc.subjectBDS5lt
dc.subjectChDDlt
dc.subjectGrunto ir augalų filtrailt
dc.subjectNuotekų valymaslt
dc.subjectSkendinčiosios medžiagoslt
dc.subjectBDS5en
dc.subjectChDDen
dc.subjectConstructed wetlandsen
dc.subjectSuspended solidsen
dc.subjectWastewater treatmenten
dc.subject.classificationStraipsnis kitose duomenų bazėse / Article in other databases (S4)-
dc.subject.otherAplinkos inžinerija / Environmental engineering (T004)-
dc.titleRemoval efficiency of organic pollutants and suspended solids in constructed wetlandsen
dc.title.alternativeOrganinių teršalų ir skendinčiųjų medžiagų šalinimo skirtingos konstrukcijos grunto ir augalų filtrais efektyvumasen
dc.typeresearch article-
dcterms.bibliographicCitation26-
dc.date.updated2012-12-29T16:59Z-
local.object{"source": {"code": "vdu", "handle": "46987"}, "publisher": {"list": false}, "db": {"clarivate": false, "scopus": false, "list": true}, "issn": ["1648-4363"], "code": "S4", "subject": ["T004"], "country": "LT", "language": "en", "area": "T", "original": true, "pages": 9, "sheets": 0.643, "timestamp": "20121229165919.0", "account": {"year": 2006, "late": false}, "na": 2, "nip": 0, "affiliation": [{"contribution": 0.5, "aip": 1, "rel": "aut", "org": [{"create": true, "contribution": 0.5, "name": "Vytauto Didžiojo universitetas", "id": "111950396", "level": "0", "type": "uni", "research": "1", "status": "1", "unit": {"name": "Žemės ūkio akademija", "id": "09", "level": "1", "type": "aka", "research": "1", "status": "1"}}], "id": "FF53092531E032D6D46252922BE37867", "lname": "Gasiūnas", "fname": "Valerijus", "status": "0", "name": "Gasiūnas, Valerijus"}, {"contribution": 0.5, "aip": 1, "rel": "aut", "org": [{"create": true, "contribution": 0.5, "name": "Vytauto Didžiojo universitetas", "id": "111950396", "level": "0", "type": "uni", "research": "1", "status": "1", "unit": {"name": "Žemės ūkio akademija", "id": "09", "level": "1", "type": "aka", "research": "1", "status": "1"}}], "id": "8E219D9D47CB7B9FD7E8B222C26F4229", "lname": "Strusevičius", "fname": "Zenonas", "status": "0", "name": "Strusevičius, Zenonas"}]}-
local.typeS-
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.deptŽemės ūkio akademija-
crisitem.author.deptŽemės ūkio akademija-
Appears in Collections:Universiteto mokslo publikacijos / University Research Publications
Show simple item record
Export via OAI-PMH Interface in XML Formats
Export to Other Non-XML Formats


CORE Recommender

Page view(s)

28
checked on Jun 6, 2021

Download(s)

6
checked on Jun 6, 2021

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.