Literatura científica selecionada sobre o tema "Canal hydraulique"
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Artigos de revistas sobre o assunto "Canal hydraulique"
Oukid, Yanis, Vincent Libaud e Christophe Daux. "Apports et enjeux de la modélisation hydraulique 3D pour la conception et la réhabilitation des ouvrages hydrauliques". La Houille Blanche, n.º 3 (junho de 2020): 55–65. http://dx.doi.org/10.1051/lhb/2020029.
Texto completo da fonteWillis, John. "Le canal de Lachine jusqu'en 1870: Origine et fonction d'un canal hydraulique†". History and Technology 2, n.º 4 (abril de 1986): 309–29. http://dx.doi.org/10.1080/07341518608581652.
Texto completo da fonteMeilliez, Francis, Marc Thonon e Benoît Poncelet. "Un aménagement hydraulique bicentenaire : la Rigole du Noirieu". Annales de la Société géologique du Nord - (2e Série), Tome 29, n.º 29 (1 de dezembro de 2022): 133–40. http://dx.doi.org/10.54563/asgn.1941.
Texto completo da fonteVergniault, Christophe, Cyrille Dogor, Vincent Guihard, Guy D’Urso, Pierre Vaudelet, André Revil, Jean-Robert Courivaud e Bruno Daumas. "Approche multi-méthode pour le diagnostic d’état des ouvrages hydrauliques de grand linéaire". E3S Web of Conferences 342 (2022): 01001. http://dx.doi.org/10.1051/e3sconf/202234201001.
Texto completo da fonteDorel, Gérard. "La construction du canal trans-arizonien ou le défi hydraulique de la ceinture du soleil". Hommes et Terres du Nord 3, n.º 1 (1990): 208–15. http://dx.doi.org/10.3406/htn.1990.2289.
Texto completo da fonteLamouroux, Christian. "Système hydraulique et culture locale : la sous-préfecture de Jingyang et le canal Jinghui (Shaanxi)". Bulletin de l'Ecole française d'Extrême-Orient 85, n.º 1 (1998): 415–22. http://dx.doi.org/10.3406/befeo.1998.3841.
Texto completo da fonteChausserie-Laprée, P., L. Arias, J. P. Manlhiot, C. Chatard, C. Moyen e S. Barelaud. "Modélisation hydraulique 3D d’un by-pass en entrée de STEU pour la définition de la méthode de mesure du débit déversé". Techniques Sciences Méthodes, n.º 5 (maio de 2019): 155–63. http://dx.doi.org/10.1051/tsm/201905155.
Texto completo da fonteKateb, S., M. Debabeche e A. Benmalek. "Étude expérimentale de l’effet de la marche positive sur le ressaut hydraulique évoluant dans un canal trapézoïdal". Canadian Journal of Civil Engineering 40, n.º 10 (outubro de 2013): 1014–18. http://dx.doi.org/10.1139/cjce-2013-0359.
Texto completo da fonteDebabeche, Mahmoud, e Bachir Achour. "Effect of sill in the hydraulic jump in a triangular channel/ Effet du seuil sur le ressaut hydraulique dans un canal triangulaire". Journal of Hydraulic Research 45, n.º 1 (janeiro de 2007): 135–39. http://dx.doi.org/10.1080/00221686.2007.9521753.
Texto completo da fonteMnasri, Aida, e Ezzeddine Hadj Taieb. "Simulation numérique par éléments finis des écoulements transitoires à surface libre". La Houille Blanche, n.º 5-6 (dezembro de 2019): 81–92. http://dx.doi.org/10.1051/lhb/2019032.
Texto completo da fonteTeses / dissertações sobre o assunto "Canal hydraulique"
Nehmé, Haissam. "Étude de l'ébullition dans un canal rectangulaire, inclinable, de grand diamètre hydraulique". Grenoble INPG, 1997. http://www.theses.fr/1997INPG0027.
Texto completo da fonteGuiot, Isabelle. "Première contribution à l'étude de la perturbation provoquée par une grille dans un canal de pisciculture". Vandoeuvre-les-Nancy, INPL, 1998. http://www.theses.fr/1998INPL137N.
Texto completo da fonteThis thesis is devoted to the preparation of the homogenization of a flow through a grid in an open channel ; it is particularly concerned with the influence of all the significant non dimensional numbers which occur in the problem : first of all the classical ones (Reynolds, Foude, Weber and Bond numbers) ; then, those obtained with the parameters linked to the grid (height, thickness, holes period and percentage). One chapter is based on simplified hypotheses (ideal fluid and continuous obstacle) ; it enables to focus on the effects of the Foude and Weber numbers, and of the obstacle height, on the shape of the free surface. The last two chapters consider the complete problem and try to determine the length of the perturbed zone (boundary layer thickness), and the free surface height around the obstacle (whiche has to be controled in order to avoid floodin)
Canivet, Eric. "Réconciliation et validation des mesures sur un système hydraulique complexe : le canal de Provence". Lyon 1, 2002. http://www.theses.fr/2002LYO10011.
Texto completo da fonteAmblard, Alain. "Comportement hydraulique et thermique d'un canal plan corrugué application aux échangeurs de chaleur à plaques". Grenoble 2 : ANRT, 1986. http://catalogue.bnf.fr/ark:/12148/cb375954351.
Texto completo da fonteGaudin, Alexandre. "Sociétés sous pression : une anthropologie historique d'un dispositif hydraulique intermédiaire : le cas du canal de Manosque (1990-2010)". Paris, EHESS, 2014. http://www.theses.fr/2014EHES0591.
Texto completo da fonteQuestioning the relatioship between social order and irrigation, this thesis explores the trajectory of an intermediary hydraulic apparatus that combines state and collective action: l'Association Syndicale du Canal de Manosque (france). This study investigates the controversies since the 1990s abiut the future of the irrigation canal that have involved engineers of a paragovernmental enterprise, state agents, elected representatives and members of the local population. It shows how interventions of these engineers around the canal generatepolitical tensions. They create a game of legal pluralism. They interfere with structural tensions between authorities about the definition of their field of action. They reconfigure dependencies among the local population about water and land access. They accompany the emergence of different negocoations arenas. The modernization of irrigation is thus a conflict-ridden process, which leads to the reconfiguration of hydraulic, juridical, social and public space. Whereas the paragovernmental enterprise put some of the water into market-based regulations, the activity of the association syndicale changesby organizing strategic actor's interests around the management of the externalities produced. This thesis proposes the development of an approach that tackles the internal and external relational aspects of hydraulic affairs as they come under state, industry, collective or individual action. It seeks to consider the limits between these different fields of social life as the outcome of a conflict-ridden and negotiated process
Quentin, Françoise. "Contrôle du mouvement de la houle dans un canal". Compiègne, 1992. http://www.theses.fr/1992COMPD547.
Texto completo da fonteNguyen, Thi-Le-Quyen. "Couplage VOF-LPT pour l'étude de l'érosion : application à l'affouillement autour des piles d'ouvrages maritimes". Electronic Thesis or Diss., Amiens, 2021. http://www.theses.fr/2021AMIE0062.
Texto completo da fonteStructures located in a fluvial and maritime environment undergo variable hydromechanical, physicochemical, and climatic stresses that possibly contribute to their possible deterioration. Bridge piers and offshore wind turbine foundations (monopile and suction monopod foundations) are examples of such structures. Among the resulting phenomena, local scour has been identified as one of the main phenomena resulting from the aforementioned conditions. In the United States, over the past 30 years, a thousand bridges have collapsed due to erosion-related failures. However, the factors causing this phenomenon remain a problem to be radically addressed. To numerically highlight the erosion processes mentioned above, a VOF-LTP (Volume Of Fluid - Lagrangian Particle Tracking) coupling was studied and integrated into the OpenFOAM code. The movement of particles in the LPT is governed by Newton's three laws while the movement of the fluid is locally based on the Navier-Stokes equation. The possibility of a collision between two particles is then estimated directly as a function of their positions and their relative velocity during a computational time step. The solid-fluid interaction is taken into account by the drag force and the pressure forces acting on the particles. The numerical results of dam break flows in a hydraulic channel were compared with experimental measurements of free surface profiles and flow velocities to validate the coupling between two fluid-air phases. Then, the hydrodynamics of the flow around a vertical cylinder on a semi-industrial scale was studied. In the presence of a solid phase, the trajectory and sedimentation velocity of a sphere as a function of time is compared with the experimental results obtained from the literature for different fluid viscosities. During the experimental campaign, several tests were carried out concerning the erosion of a granular bed downstream of a dam break. Three particle sizes were used to focus on the influence of the porosity of the granular bed on the depth of erosion. The numerical results have shown a good adequation with experimental results. Finally, to achieve a full-size simulation, multi-scale modelling of the scour around a vertical cylinder was carried out. The comparisons between the numerical results with the experimental data from the literature have enabled us to identify risk areas, to interpret the role of porosity, cohesion, and flow regimes
Debiane, Khaled. "Hydraulique des écoulements laminaires à surface libre dans un canal pour des milieux visqueux ou viscoplastiques : régimes uniforme, graduellement varié, et rupture de barrage". Université Joseph Fourier (Grenoble), 2000. http://www.theses.fr/2000GRE10199.
Texto completo da fonteNEDELEC, Yves. "Interactions en crue entre drainage souterrain et assainissement agricole". Phd thesis, ENGREF (AgroParisTech), 2005. http://tel.archives-ouvertes.fr/tel-00009180.
Texto completo da fonteBouhadef, Malek. "Contribution à l'étude des ondes de surface dans un canal : application à l'écoulement au-dessus d'un obstacle immergé". Poitiers, 1988. http://www.theses.fr/1988POIT2008.
Texto completo da fonteLivros sobre o assunto "Canal hydraulique"
Les monuments de l'eau en Provence. Aix-en-Provence: Édisud, 2007.
Encontre o texto completo da fonteJobin, William R. Dams and disease: Ecological design and health impacts of large dams, canals, and irrigation systems. London: E & FN Spon, 1999.
Encontre o texto completo da fonteThe Architecture of Canals. Shire Publications, 2006.
Encontre o texto completo da fonteTransportation on our inland waterways and canals. [S.l: s.n., 1986.
Encontre o texto completo da fonteWeingartner, Herbert, Saeid Eslamian, Andreas N. Angelakis e Efstathios Chiotis. Underground Aqueducts Handbook. Taylor & Francis Group, 2016.
Encontre o texto completo da fonteWeingartner, Herbert, Saeid Eslamian, Andreas N. Angelakis e Eustathios Chiotis. Underground Aqueducts Handbook. Taylor & Francis Group, 2016.
Encontre o texto completo da fonteWeingartner, Herbert, Saeid Eslamian, Andreas N. Angelakis e Eustathios Chiotis. Underground Aqueducts Handbook. Taylor & Francis Group, 2016.
Encontre o texto completo da fonte