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DC Field | Value | Language |
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dc.contributor.author | Bouabdeli, Imad Eddine | - |
dc.date.accessioned | 2023-03-16T08:51:33Z | - |
dc.date.available | 2023-03-16T08:51:33Z | - |
dc.date.issued | 2014 | - |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/316 | - |
dc.description.abstract | In the hydraulic installations, the changes of the steady flow of fluid in a pipe often lead to sudden variations in pressure and give what is called the transient flows in closed conduit. This study presents a numerical modeling of the phenomenon of transient flows in pipes support (water hammer ), the finite difference method (F.D.M)or the characteristics method (C.M), is used to solve the equations of « Saint-Venant» which consist of a pair of equations: the equation of conservation of mass (continuity ) and the equation of conservation of momentum (dynamic ), at the end of this theoretical study, we used the « AFT Impulse » program for the simulation of transient phenomena. | en_US |
dc.language.iso | fr | en_US |
dc.subject | Ecoulement transitoire. Coup de bélier. Simulation numérique. Equation continuité. Equation dynamique. | en_US |
dc.subject | Transient flow. Water Hammer. Numerical simulation. Continuity equation. Dynamic Equation | en_US |
dc.title | Modélisation numérique des écoulements transitoires dans les conduites en charge. | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Conception des Systèmes d'A.E.P |
Files in This Item:
File | Description | Size | Format | |
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6-0021-14D.pdf | Full Text | 3,85 MB | Adobe PDF | View/Open |
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