Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/832
DC Field | Value | Language |
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dc.contributor.author | Cosma, Cristiana | - |
dc.contributor.author | Patroescu, Viorel Ion | - |
dc.contributor.author | Alexie, Mihaela | - |
dc.contributor.author | Bumbac, Costel | - |
dc.contributor.author | Tiron, Olga | - |
dc.contributor.author | Cristea, Ionut | - |
dc.date.accessioned | 2017-04-07T08:57:24Z | - |
dc.date.available | 2017-04-07T08:57:24Z | - |
dc.date.issued | 2014 | - |
dc.identifier.uri | http://hdl.handle.net/123456789/832 | - |
dc.description | Conferinta tehnico-stiintifica”Performanta in serviciile de Apa-Canal” | en_US |
dc.description.abstract | The 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.iso | en_US | en_US |
dc.subject | Groundwater sources | en_US |
dc.subject | Biological nitrification | en_US |
dc.subject | Chlorination | en_US |
dc.subject | THMs | en_US |
dc.title | Considerații privind reactivitatea incarcarii organice naturale fata de clor din surse subterane tratatei sistem biologic pentru biooxidare ioni amoniu | en_US |
dc.type | Conference Paper | en_US |
item.grantfulltext | open | - |
item.openairetype | Conference Paper | - |
item.cerifentitytype | Publications | - |
item.fulltext | With Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en_US | - |
Appears in Collections: | Conference Papers |
Files in This Item:
File | Description | Size | Format | |
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Considerații privind reactivitatea încărcării organice naturale față de clor din surse subterane tratate în sistem biologic pentru biooxidare ioni amoniu.pdf | 6.54 MB | Adobe PDF | View/Open |
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