Structure des écoulements en lit composé en présence de courants transverses

Autor: Proust, S., Nikora, V.

Publikováno v: E3S Web Conf
River Flow 2018: 9th International Conference on Fluvial Hydraulics
River Flow 2018: 9th International Conference on Fluvial Hydraulics, Sep 2018, Lyon, France. 8 p

River Flow 2018: 9th International Conference on Fluvial Hydraulics, Lyon, FRA, 05-/09/2018 - 07/09/2018; International audience; The structure of free-surface flows is experimentally investigated in a laboratory flume with a compound cross-section c

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::5cc77ca60f5f24b3e2b0043fce472d7a
https://hal.archives-ouvertes.fr/hal-01921875/document

Mixing layer development in compound channel flows with submerged and emergent rigid vegetation over the floodplains

Autor: Céline Berni, Sébastien Proust, Victor Dupuis, André Paquier

Publikováno v: Experiments in Fluids
Experiments in Fluids, Springer Verlag (Germany), 2017, 58 (4), pp.30. ⟨10.1007/s00348-017-2319-9⟩

International audience; This laboratory study aims at investigating the longitudinal development of a mixing layer in a compound open-channel (two-stage geometry with a main channel and adjacent floodplains). The floodplains are covered with two roug

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5fc8bf38fc70e6afed917e71560e0cd6
https://hal.archives-ouvertes.fr/hal-01807430/file/ly2017-pub00054549.pdf

Coupling 1-D and 2-D Models for Simulating Floods: Definition of the Exchange Terms

Autor: Paquier, André, Bazin, Pierre Henri

Publikováno v: Advances in Hydroinformatics, Simhydro 2012-New frontiers of simulation, P. Gourbesville et al. (eds.), Chapitre 11
Advances in Hydroinformatics, Simhydro 2012-New frontiers of simulation, P. Gourbesville et al. (eds.), Chapitre 11, Springer, pp.12, 2013, 978-981-4451-41-3

During floods, the flows in the main channel and the flood plain have very different features. Thus, one can optimize the calculation time by using 1-D model for the main channel and 2-D model for the flood plain in which the flow is more complex. On

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______2592::4498e15c628327c27bba7110cb5ec9be
https://hal.inrae.fr/hal-02598938

Estimation of the error on the mean velocity and on the Reynolds stress due to a misoriented ADV probe in the horizontal plane: case of experiments in a compound open-channel

Autor: Sébastien Proust, Koji Shiono, Emmanuel Mignot, Nicolas Riviere, André Paquier, Yann Peltier

Publikováno v: Flow Measurement and Instrumentation
Flow Measurement and Instrumentation, Elsevier, 2013, 34, p. 34-p. 41. ⟨10.1016/j.flowmeasinst.2013.08.002⟩

This study aims at evaluating the error on the horizontal components of the mean-velocity and of the Reynolds stress measurements due to a misorientation of an Acoustic Doppler Velocimeter (ADV) in the horizontal plane. The misorientation of the ADV

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3af1691760d1aa282c8188241845b736
https://hal.archives-ouvertes.fr/hal-00908959/document

Couplage de modèles 1D et 2D pour simuler des inondations : définition des termes d’échange

Autor: André Paquier, Pierre-Henri Bazin

Publikováno v: Simhydro 2012
Simhydro 2012, Sep 2012, Sophia Antipolis-Nice, France. pp.8
Advances in Hydroinformatics ISBN: 9789814451413
HAL
Advances in Hydroinformatics, Simhydro 2012-New frontiers of simulation, P. Gourbesville et al. (eds.), Chapitre 11
Advances in Hydroinformatics, Simhydro 2012-New frontiers of simulation, P. Gourbesville et al. (eds.), Chapitre 11, Springer, pp.12, 2013, 978-981-4451-41-3

During floods, the flows in the main channel and the flood plain have very different features. Thus, one can optimize the calculation time by using 1-D model for the main channel and 2-D model for the flood plain in which the flow is more complex. On

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::281f95a9b789bd472459e5e83187eb4e
https://hal.inrae.fr/hal-02597828