Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/2105
Full metadata record
DC FieldValueLanguage
dc.contributor.authorRemmache, Amel-
dc.date.accessioned2025-02-04T11:02:56Z-
dc.date.available2025-02-04T11:02:56Z-
dc.date.issued2015-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/2105-
dc.descriptionMFEen_US
dc.description.abstractThe realization of a purification station at the level of the city of JIJEL is necessary in order to protect the environment and develop the living conditions of citizens. In the present work, we try to realize a comparative survey between two variants (middle and weak load) to deduct the best one economically. The choice of this purification variant and the dimensionality of its different functions of treatment have been done on the basis of economic results as well as the advantages and disadvantages of each varianten_US
dc.language.isofren_US
dc.subjectEpuration, Dimensionnement, Boues activées, Jijelen_US
dc.titleDimensionnement d'une station d'épuration a boues activées de la ville de Jijelen_US
dc.typeThesisen_US
Appears in Collections:Conception des Systèmes d'Assainissement

Files in This Item:
File Description SizeFormat 
4-0040-15.pdf2,93 MBAdobe PDFView/Open


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