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dc.contributor.authorFerdjouni, Nour El Houda-
dc.date.accessioned2023-02-23T09:23:24Z-
dc.date.available2023-02-23T09:23:24Z-
dc.date.issued2020-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/215-
dc.description.abstractAll agglomerations require a certain flow of drinking water for drinking, wateringgardens, etc. These requirements will be acquired through a distribution system consistingload lines. The calculation of distribution networks presents a major problem in hydraulics order to solve the equations that govern the flow inside the pipes. It is based on implformulas with parameters difficult to determine hence the use of software and programs important to solve its equations. On the other hand, methods are developed which have aim of facilitating the resolution of equations describing the flow with the help of explicit practical equations but which also yield reliable results.en_US
dc.language.isofren_US
dc.subjectEau potable. Débit. Nombre de Reynolds. Rugosité. Perte de charge. MMR (Méthode du modèle rugueux)en_US
dc.subjectDrinking water. Flow rate. Reynolds number. Pressure drop. RMM. (Rough Model Method).en_US
dc.titleDimensionnement par la méthode du modèle rugueux de réference (MMR)en_US
dc.typeThesisen_US
Appears in Collections:Conception des Systèmes d'A.E.P

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