dc.contributor.author | Ratnaweera, H. | nb_NO |
dc.contributor.other | Ratnaweera, H. - Project manager | nb_NO |
dc.coverage.spatial | Norge | nb_NO |
dc.date.accessioned | 2014-08-01T10:41:19Z | |
dc.date.available | 2014-08-01T10:41:19Z | |
dc.date.issued | 1997 | nb_NO |
dc.identifier | 3713 | nb_NO |
dc.identifier.isbn | 82-577-3281-8 | nb_NO |
dc.identifier.issn | 1894-7948 | nb_NO |
dc.identifier.uri | http://hdl.handle.net/11250/209509 | |
dc.description.abstract | A 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.sponsorship | Norwegian Pollution Control Authority (SFT) Norwegian Institute for Water Research (NIVA) | nb_NO |
dc.publisher | Norsk institutt for vannforskning | nb_NO |
dc.relation.ispartofseries | NIVA-rapport;3713 | nb_NO |
dc.rights | Navngivelse-IkkeKommersiell-DelPåSammeVilkår 3.0 Norge | nb_NO |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-sa/3.0/no/ | nb_NO |
dc.subject | vann- og avløpsteknologi miljøteknologi | nb_NO |
dc.title | Chemical wastewater treatment: A concept for optimal dosing of coagulants | nb_NO |
dc.type | Research report | nb_NO |
dc.rights.holder | Norsk institutt for vannforskning/Norwegian institute for water research | nb_NO |
dc.subject.nsi | VDP::Matematikk og naturvitenskap: 400 | nb_NO |
dc.source.pagenumber | 32 | nb_NO |
dc.subject.keyword | avløpsrensning | nb_NO |
dc.subject.keyword | fellingskjemikalier | nb_NO |
dc.subject.keyword | optimalisering | nb_NO |
dc.subject.keyword | renseanlegg | nb_NO |
dc.subject.keyword | wastewater treatment | nb_NO |
dc.subject.keyword | coagulants | nb_NO |
dc.subject.keyword | optimisation | nb_NO |
dc.subject.keyword | treatment | nb_NO |
dc.subject.keyword | plant | nb_NO |
dc.relation.project | O-93034 | nb_NO |