Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/832
DC FieldValueLanguage
dc.contributor.authorCosma, Cristiana-
dc.contributor.authorPatroescu, Viorel Ion-
dc.contributor.authorAlexie, Mihaela-
dc.contributor.authorBumbac, Costel-
dc.contributor.authorTiron, Olga-
dc.contributor.authorCristea, Ionut-
dc.date.accessioned2017-04-07T08:57:24Z-
dc.date.available2017-04-07T08:57:24Z-
dc.date.issued2014-
dc.identifier.urihttp://hdl.handle.net/123456789/832-
dc.descriptionConferinta tehnico-stiintifica”Performanta in serviciile de Apa-Canal”en_US
dc.description.abstractThe presence of inorganic compounds containing oxidable nitrogen within groundwater sources at various,high concentration levels, especially in the case of NH+4 (NH+4 ≤ 8 mg/l), is asking for the replacement of classical oxidation technology using “break point” chlorination, due to non-conformities generated by high consumptions of chlorogenic agents (tens mg Cl2/l) upon the quality of treated water (acid pH, high ratio of residual bound chlorine, trihalomethans above the maximum admissible concentration). Biochemical oxidation using a bio-filter system in specific operating conditions (media type, temperature, oxygen demand, inorganic carbon and phosphorus sources, biological contact time, etc.) is representing a feasible technological alternative. Taking into account that carbon source used within the biochemical process is inorganic, the dissolved natural organic matters (NOM- humic matters) can react with the chlorine used in the final stage of biological effluent treatment. In the conditions of advanced removal of NH+ 4, oxidation to NO- 3, the chlorine dosages needed for effluent‟s finishing, disinfection are reduced. Experimental tests have as objectives to set up the chlorine dosage (Cl2 = 0,5 † 0,8 mg/l) that assures the disinfection of effluents resulted from biological nitrification step and a minimum ratio of residual bound chlorine, as well as the assessment of trihalomethanes formation potential in case of dissolved organic load, DOC ≤ 1,8 mg C/l (weight rations Cl2 / DOC = 1 † 8).en_US
dc.language.isoen_USen_US
dc.subjectGroundwater sourcesen_US
dc.subjectBiological nitrificationen_US
dc.subjectChlorinationen_US
dc.subjectTHMsen_US
dc.titleConsiderații privind reactivitatea incarcarii organice naturale fata de clor din surse subterane tratatei sistem biologic pentru biooxidare ioni amoniuen_US
dc.typeConference Paperen_US
item.grantfulltextopen-
item.openairetypeConference Paper-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en_US-
Appears in Collections:Conference Papers
Show simple item record

Google ScholarTM

Check


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