Auswahl der wissenschaftlichen Literatur zum Thema „Simulation hydraulique“
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Zeitschriftenartikel zum Thema "Simulation hydraulique"
Cudennec, C., M. Sarraza und S. Nasri. „Modélisation robuste de l'impact agrégé de retenues collinaires sur l'hydrologie de surface“. Revue des sciences de l'eau 17, Nr. 2 (12.04.2005): 181–94. http://dx.doi.org/10.7202/705529ar.
Der volle Inhalt der QuelleDuprat, Cédric, Guillaume Balarac, Olivier Métais und Thomas Laverne. „Simulation des grandes échelles d'un aspirateur de centrale hydraulique“. Mécanique & Industries 10, Nr. 3-4 (Mai 2009): 211–15. http://dx.doi.org/10.1051/meca/2009055.
Der volle Inhalt der QuelleDusser, H., J. F. Martin, A. Mouchette, O. Simonin, D. Becler, M. Nadif, T. Banny und L. Sosin. „Développement d'une nouvelle stratégie de régulation de niveau d'acier liquide en lingotière de coulée continue de brames“. Revue de Métallurgie 92, Nr. 4 (April 1995): 517–26. http://dx.doi.org/10.1051/metal/199592040517.
Der volle Inhalt der QuelleJager, J. M., P. Guichard, R. Thoral, W. Rose und Ph Dehoux. „Conception, réalisation, mise en service du captage et dépoussiérage secondaire de l'aciérie de Dunkerque“. Revue de Métallurgie 92, Nr. 4 (April 1995): 487–92. http://dx.doi.org/10.1051/metal/199592040487.
Der volle Inhalt der QuelleMassiéra, Michel, Bernard Boncompain und Joseph Merheb-Harb. „Interprétation des mesures inclinométriques durant la construction des remblais zonés des ouvrages de retenue du Complexe La Grande, phase I“. Canadian Geotechnical Journal 36, Nr. 3 (25.10.1999): 533–43. http://dx.doi.org/10.1139/t99-016.
Der volle Inhalt der QuelleMoussa, M., L. Baccar und R. Ben Khemis. „La lagune de Ghar El Melh : Diagnostic écologique et perspectives d'aménagement hydraulique“. Revue des sciences de l'eau 18 (12.04.2005): 13–26. http://dx.doi.org/10.7202/705573ar.
Der volle Inhalt der QuelleChabard, Jean-Paul, Jean Cunge und Pierre-Louis Viollet. „André Daubert in memoriam“. La Houille Blanche, Nr. 2 (April 2020): 93–95. http://dx.doi.org/10.1051/lhb/2020011.
Der volle Inhalt der QuellePerrier, Michel. „La simulation hydraulique : une approche de la structure du vent à petite échelle“. La Météorologie 8, Nr. 5 (1994): 28. http://dx.doi.org/10.4267/2042/53400.
Der volle Inhalt der QuelleBessenasse, M., A. Kettab, A. Paquier, G. Galeas und P. Ramez. „Simulation numérique de la sédimentation dans les retenues de barrages : cas de la retenue de Zardezas, Algérie“. Revue des sciences de l'eau 16, Nr. 1 (12.04.2005): 103–22. http://dx.doi.org/10.7202/705500ar.
Der volle Inhalt der QuelleKamal, A., und S. Bennis. „Effet d'échelle sur la simulation du ruissellement en milieu urbain“. Revue des sciences de l'eau 18, Nr. 2 (12.04.2005): 225–46. http://dx.doi.org/10.7202/705558ar.
Der volle Inhalt der QuelleDissertationen zum Thema "Simulation hydraulique"
Touboul, Eric. „Simulation numérique tridimensionnelle d'un problème de fracturation hydraulique“. Ecully, Ecole centrale de Lyon, 1986. http://www.theses.fr/1986ECDL0004.
Der volle Inhalt der QuelleTouboul, Eric. „Simulation numérique tridimensionnelle d'un problème de fracturation hydraulique“. Grenoble 2 : ANRT, 1986. http://catalogue.bnf.fr/ark:/12148/cb376015887.
Der volle Inhalt der QuelleLabrecque, Yves. „Simulation numérique des écoulements dans une turbine hydraulique complète“. Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0020/MQ49029.pdf.
Der volle Inhalt der QuelleGardin, Pascal. „Approche du problème de ventilation générale par simulation hydraulique“. Vandoeuvre-les-Nancy, INPL, 1989. http://www.theses.fr/1989NAN10165.
Der volle Inhalt der QuelleProton, Antoine. „Etude hydraulique des tranchées de rétention / infiltration“. Lyon, INSA, 2008. http://theses.insa-lyon.fr/publication/2008ISAL0073/these.pdf.
Der volle Inhalt der QuelleThe detention/infiltration trenches are used to limit the flows of urban stormwater. Although they are technically and economically efficient these hydraulic works remain underused. This PhD thesis aims at overcoming some of the obstacles to their use. The study of the way experimental detention trenches work (based on the aspect of water profiles and outflow hydrographs) has allowed to improve knowledge on the hydraulic behaviour of a trench supplied by french drains. It specifically showed that the trenches filled with granular material of strong porosity (gravel 20-80) behave the hydraulic level rather as a pipe with strong roughness than as a soil. Another important result is that water exchanges between the drains and the trench body do not seem to be limited by the diffusion slits. This new knowledge has been used as a basis to build a hydraulic model to simulate the detention trenches behaviour. An original method was then defined to accelerate the ageing of an infiltration trench. This method has made it possible to observe the reduction of the structure’s infiltration capacities for an equivalent operating time of 6 years. The objective of this part of the research was to improve knowledge on trenches ageing and clogging. These results made it possible to couple Bouwer’s model with the storage model
Honnorat, Marc. „Assimilation de données lagrangiennes pour la simulation numérique en hydraulique fluviale“. Phd thesis, Grenoble INPG, 2007. http://www.theses.fr/2007INPG0121.
Der volle Inhalt der QuelleThis work concerns the variational assimilation of lagrangian data in river hydraulics, for the identification of parameters in a numerical model relying on the shallow water equations. We propose to take into account Lagrangian data such as trajectories of particles transported on the surface of the flow, in addition to classical eulerian observations which are sometimes not sufficient. The advantages of this approach to improve the identification of parameters are demonstrated through a series of numerical experiments using synthetic data as well as real data from an open channel flow where trajectories are extracted from a video. Lagrangian data assimilation for river hydraulics simulations
Honnorat, Marc. „Assimilation de données lagrangiennes pour la simulation numérique en hydraulique fluviale“. Phd thesis, Grenoble INPG, 2007. http://tel.archives-ouvertes.fr/tel-00273318.
Der volle Inhalt der QuelleBary, Benoît. „Étude du couplage hydraulique-mécanique dans le béton endommagé“. Cachan, Ecole normale supérieure, 1996. http://www.theses.fr/1996DENS0022.
Der volle Inhalt der QuelleMuller, Florian. „Etude hydraulique et statistique d'écoulements métastables en faisceaux d'assemblage REP“. Thesis, Aix-Marseille, 2018. http://www.theses.fr/2018AIXM0588/document.
Der volle Inhalt der QuelleThe analysis of fuel rod bundle flows constitute a key element of pressurized-water reactors safety studies. Indeed, an insufficient flow thermal mixing can lead to a boiling crisis, which is nefarious for the reactor safety. Numerous studies have shown the existence of reorganisation phenomena in the flow large-scale structures. This thesis work aims at improving our understanding of these phenomena, with the long-term goal of developing small-scales models suited for this type of flow. A bibliographic study has brought to light the challenges faced by simulations attempting to capture these phenomena, as well as various questions regarding their physical meaning. 3D simulations have been performed in order to study this flow ; they allowed to identify two reorganisation mechanisms for the large-scale structures consisting in a sign change for either a transverse velocity in rod-to-rod gaps or for a subchannel vortex. It appeared relevant to adopt a Taylor hypothesis in order to consider the evolution of large-scale 3D structures as transported-2D. A statistical method has then been applied to the 2D field in order to determine its thermodynamically-stable states in geometries with obstacles using the resolution of an optimization problem with a numerical calculation tool. Interesting similarities have been obtained between the PWR coherent structures and the stable states in a simplified 2D geometry. Further, 2D numerical simulations allowed to identify two different possible flow bifurcations. A parallel is drawn between these bifurcations and the two reorganizations observed in 3D simulations, laying the foundations for a physical explanation of this phenomenon
Baalbaki, Daoud. „Simulation and modeling of turbulent non isothermal vapor-droplet dispersed flow“. Perpignan, 2011. http://www.theses.fr/2011PERP1085.
Der volle Inhalt der QuelleThis thesis deals with the simulation and the modeling of a turbulent vapor-droplets two-phase flow at the local scale in the core of a PWR (Pressured Water Reactor) nuclear reactor during LOCA (Loss Of Coolant Accident). We consider a Euler / Euler two-phase flow model. This work specifically treats the modeling of the terms of transfer of momentum between the phases and the terms of turbulence. Thus, first we studied the limitations of some models used in the computer code NEPTUNE-CFD for this type of flows. Solutions were then proposed and implemented to improve the modeling of the hydrodynamics of the droplets and especially that of their turbulent dispersion. This thesis is part of a collaboration between IRSN and the laboratory PROMES in Perpignan
Bücher zum Thema "Simulation hydraulique"
W, Chau K., Hrsg. Modelling for coastal hydraulics and engineering. London: Spon Press, 2010.
Den vollen Inhalt der Quelle findenWing, Chau Kwok, Hrsg. Modelling for coastal hydraulics and engineering. London: Spon Press, 2010.
Den vollen Inhalt der Quelle findenLargeeddy Simulation In Hydraulics. Taylor & Francis Ltd, 2013.
Den vollen Inhalt der Quelle findenShen, Xinpu, und William Standifird. Numerical Simulation in Hydraulic Fracturing: Multiphysics Theory and Applications. Taylor & Francis Group, 2017.
Den vollen Inhalt der Quelle findenShen, Xinpu, und William Standifird. Numerical Simulation in Hydraulic Fracturing: Multiphysics Theory and Applications. Taylor & Francis Group, 2017.
Den vollen Inhalt der Quelle findenShen, Xinpu, und William Standifird. Numerical Simulation in Hydraulic Fracturing: Multiphysics Theory and Applications. Taylor & Francis Group, 2017.
Den vollen Inhalt der Quelle findenShen, Xinpu, und William Standifird. Numerical Simulation in Hydraulic Fracturing: Multiphysics Theory and Applications. Taylor & Francis Group, 2017.
Den vollen Inhalt der Quelle findenShen, Xinpu, und William Standifird. Numerical Simulation in Hydraulic Fracturing: Multiphysics Theory and Applications. Taylor & Francis Group, 2020.
Den vollen Inhalt der Quelle findenRodi, Wolfgang, George Constantinescu und Thorsten Stoesser. Large-Eddy Simulation in Hydraulics. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenRodi, Wolfgang, George Constantinescu und Thorsten Stoesser. Large-Eddy Simulation in Hydraulics. Taylor & Francis Group, 2020.
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