Auteur Vazquez, José
Documents disponibles écrits par cet auteur (8)
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Ghostine, Rabih, Auteur ; Vazquez, José, Auteur ; Terfous, Abdelali, Auteur |In this paper, a comparison between the 1D and 2D approaches for simulating combining flows at open-channel junctions is presented. The two approaches are described allowing for a full comprehension of flow modelling. For flows in an open-channe[...]
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Bardiaux, Jean-Bernard, Auteur ; Vazquez, José, Auteur ; Robert Mosé, Auteur |To know hydraulic flows on the waste water networks is an essential condition with the good realization of the self-monitoring. Nevertheless, to measure the flows requires a good knowledge of the distribution velocities in the measurement sectio[...]
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Lipeme Kouyi, Gislain, Auteur ; Vazquez, José, Auteur ; Poulet, Jean-Bernard, Auteur |The current regulation of the rejections of sewer networks towards the natural environment generally obliges with the installation of flowmeter. The knowledge of the hydraulic operation of the storm overflows is thus essential. In this context, [...]
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Jonathan Wertel, Auteur ; Vazquez, José, Auteur ; Robert Mosé, Auteur |Les modèles de turbulence se divisent en deux grandes familles, ceux du premier ordre, fermant directement les équations de Navier Stokes moyennées et ceux du second ordre fermant les équations de transport de variables turbulentes. Un modèle de[...]
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Ghostine, Rabih, Auteur ; Kesserwani, Georges, Auteur ; Vazquez, José, Auteur |This study is interested in the flows at open channel junctions.The one-dimensional models usually used to characterize the hydraulic behaviour of these phenomenon are of empirical nature. The formulations used, often present a reduced field of [...]
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Kesserwani, Georges, Auteur ; Ghostine, Rabih, Auteur ; Vazquez, José, Auteur |When simulating the shallow water equations. A question to ask: what type temporal discretization “implicit or explicit” is more suitable according to the nature of the hydraulic problem? In this paper, a Total Variation Diminishing (TVD) scheme[...]
