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Evaluation of different sludge mechanical dewatering technologies

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dc.contributor.author Mamais, D en
dc.contributor.author Tzimas, A en
dc.contributor.author Efthimiadou, A en
dc.contributor.author Kiissandrakis, J en
dc.contributor.author Andreadakis, A en
dc.date.accessioned 2014-03-01T01:30:26Z
dc.date.available 2014-03-01T01:30:26Z
dc.date.issued 2009 en
dc.identifier.issn 1544-8053 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19575
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-66749141070&partnerID=40&md5=f29df1a1cdc35ceb6de21ff9df4a8cad en
dc.subject.classification Engineering, Environmental en
dc.subject.other SEWAGE SLUDGES en
dc.title Evaluation of different sludge mechanical dewatering technologies en
heal.type journalArticle en
heal.language English en
heal.publicationDate 2009 en
heal.abstract The two most dominant technologies in sludge dewatering are belt filter presses and centrifuges. The objective of this work is to evaluate the two technologies in parallel operation, using full scale data from two wastewater treatment plants of different size. According to the data obtained, centrifuges produced a drier cake and exhibited slightly lower polymer requirements compared to belt filter presses. Based on a cost analysis performed, the annual sludge dewatering and disposal cost for a small to medium size and a medium to large size WWTP was higher for the belt filter press and ranged from 106-147 €/ton DS versus 82-114 €/ton DS for the centrifuge dewatering system. © 2009 DEStech Publications, Inc. en
heal.publisher DESTECH PUBLICATIONS, INC en
heal.journalName Journal of Residuals Science and Technology en
dc.identifier.isi ISI:000265861000005 en
dc.identifier.volume 6 en
dc.identifier.issue 1 en
dc.identifier.spage 27 en
dc.identifier.epage 34 en


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