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dc.contributor.authorRatnaweera, H.nb_NO
dc.contributor.otherRatnaweera, H. - Project managernb_NO
dc.coverage.spatialNorgenb_NO
dc.date.accessioned2014-08-01T10:41:19Z
dc.date.available2014-08-01T10:41:19Z
dc.date.issued1997nb_NO
dc.identifier3713nb_NO
dc.identifier.isbn82-577-3281-8nb_NO
dc.identifier.issn1894-7948nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/209509
dc.description.abstractA concept for optimisation of the coagulant dosing for domestic wastewater treatment is presented and evaluated. The concept is based on the real-time estimation of the optimal coagulant dosage using on on-line water quality measurements of the raw water. A preliminary project was established in 1992 and was completed in 1993. Laboratory- and pilot scale evaluation of the concept was followed. Finally, a consortium between NIVA, ANØ (Avløpssambandet Nordre Øyeren) and Alfa Laval Automation (earlier Satt Control AS) implemented full scale tests at a small scale treatment plant (Bårlidalen WWTP, Eidsvoll) and a large/medium scale treatment plant (TAU WWTP, Tønsberg). A dosing concept based only on one or two influent parameters like flow and turbidity are not efficient, although they could be intersting for small WWTPs. At Bårlidalen WWTP, such a concept could save over 8% of the chemical costs. Dosing concepts based on more influent parameters enabling a comprehensive description of the influent are needed for larger WWTP. At small treatment plants such a system demonstrated savings up to 25% on chemical costs, while over 4-10% saving at larger WWTP are expected.nb_NO
dc.description.sponsorshipNorwegian Pollution Control Authority (SFT) Norwegian Institute for Water Research (NIVA)nb_NO
dc.publisherNorsk institutt for vannforskningnb_NO
dc.relation.ispartofseriesNIVA-rapport;3713nb_NO
dc.rightsNavngivelse-IkkeKommersiell-DelPåSammeVilkår 3.0 Norgenb_NO
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/no/nb_NO
dc.subjectvann- og avløpsteknologi miljøteknologinb_NO
dc.titleChemical wastewater treatment: A concept for optimal dosing of coagulantsnb_NO
dc.typeResearch reportnb_NO
dc.rights.holderNorsk institutt for vannforskning/Norwegian institute for water researchnb_NO
dc.subject.nsiVDP::Matematikk og naturvitenskap: 400nb_NO
dc.source.pagenumber32nb_NO
dc.subject.keywordavløpsrensningnb_NO
dc.subject.keywordfellingskjemikaliernb_NO
dc.subject.keywordoptimaliseringnb_NO
dc.subject.keywordrenseanleggnb_NO
dc.subject.keywordwastewater treatmentnb_NO
dc.subject.keywordcoagulantsnb_NO
dc.subject.keywordoptimisationnb_NO
dc.subject.keywordtreatmentnb_NO
dc.subject.keywordplantnb_NO
dc.relation.projectO-93034nb_NO


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