Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Pierre Henri Bazin"'
Publikováno v:
Urban Water Journal
Urban Water Journal, Taylor & Francis, 2019, pp.11. ⟨10.1080/1573062X.2019.1669200⟩
Urban Water Journal, Taylor & Francis, 2019, pp.11. ⟨10.1080/1573062X.2019.1669200⟩
International audience; This paper reports two urban floods in France: the September 2000 flood at the city of Marseille caused by heavy rainfall, and the November 2008 flood in Oullins induced by the Yzeron River overflow. A two-dimensional (2D) dep
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76dc5530a584ce00be269c71d44fb6cc
https://hal.inrae.fr/hal-02609798
https://hal.inrae.fr/hal-02609798
Publikováno v:
Procedia Engineering. 115:37-44
Urban floods cause high damages and thus mapping of flood risk is essential for protection and evacuation planning. To obtain such mapping, hydrodynamic modelling is central because it provides water depths and velocities everywhere and along the who
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b4346f54ad60eea217c77cb8192fb93
https://doi.org/10.1016/j.proeng.2015.07.352
https://doi.org/10.1016/j.proeng.2015.07.352
Publikováno v:
Journal of Hydraulic Research
Journal of Hydraulic Research, Taylor & Francis, 2017, 55 (1), pp.72-84. ⟨10.1080/00221686.2016.1217947⟩
Journal of Hydraulic Research, Taylor & Francis, 2017, 55 (1), pp.72-84. ⟨10.1080/00221686.2016.1217947⟩
International audience; Urban flood flow characteristics are usually computed using two-dimensional numerical models. How such modelling can be implemented in dense urban areas with obstacles is investigated in this paper. A strategy for representing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aae5d71dbe76a097dd565d72cc770404
https://hal.archives-ouvertes.fr/hal-01724983/document
https://hal.archives-ouvertes.fr/hal-01724983/document
Publikováno v:
Journal of Hydraulic Research. 55:741-742
The Authors thank the Discussers for extending the discussion on the selection of most appropriate 2D models to simulate urban floods. Regarding classical 2D models, the Authors used a constant tur...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9ca8f1c873405e84a6344322d22a989
https://doi.org/10.1080/00221686.2017.1326407
https://doi.org/10.1080/00221686.2017.1326407
Publikováno v:
Journal of Hydraulic Engineering
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2014, 140, pp.04014051. ⟨10.1061/(ASCE)HY.1943-7900.0000917⟩
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2014, 140, pp.04014051. ⟨10.1061/(ASCE)HY.1943-7900.0000917⟩
Modelling floods in urban areas generally requires the modelling of both surface and subsurface flows, along with the exchange discharges between these flows. These latter exchanges are studied on an experimental facility at the Ujigawa Open Laborato
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::629147be837bb4833d7e990e3835cee2
https://doi.org/10.1061/(asce)hy.1943-7900.0000917
https://doi.org/10.1061/(asce)hy.1943-7900.0000917
Autor:
Pierre-Henri Bazin, André Paquier
Publikováno v:
La Houille Blanche-Revue internationale de l'eau
La Houille Blanche-Revue internationale de l'eau, EDP Sciences, 2014, pp.13-18. ⟨10.1051/lhb/2014057⟩
La Houille Blanche-Revue internationale de l'eau, EDP Sciences, 2014, pp.13-18. ⟨10.1051/lhb/2014057⟩
International audience; Because stakes are concentrated in urban environment, flood modelling should be carried out there with high accuracy. However, uncertainties remain important because of: The estimate of the inputs, these inputs being either ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::478ad53eeef919702955b843587243de
https://hal.archives-ouvertes.fr/hal-01192603/file/ly2014-pub00043127.pdf
https://hal.archives-ouvertes.fr/hal-01192603/file/ly2014-pub00043127.pdf
Autor:
Gaston Dominguez, Pierre Henri Bazin, Cheng Zeng, Emmanuel Mignot, Nicolas Riviere, Chi Wai Li
Publikováno v:
Journal of Hydrology
Journal of Hydrology, Elsevier, 2013, 494, p. 10-p. 19. ⟨10.1016/j.jhydrol.2013.04.023⟩
Journal of Hydrology, Elsevier, 2013, 494, p. 10-p. 19. ⟨10.1016/j.jhydrol.2013.04.023⟩
Summary When simulating urban floods, most approaches have to simplify the topography of the city and cannot afford to include the obstacles located in the streets such as bus stops, trees and parked cars. The aim of the present paper is to investiga
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6c5e0f2e68d19e9b12067a780a61d17e
https://hal.archives-ouvertes.fr/hal-00840412/document
https://hal.archives-ouvertes.fr/hal-00840412/document
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
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
https://hal.inrae.fr/hal-02597828
Publikováno v:
5th International Conference on Flood Management
5th International Conference on Flood Management, Sep 2011, Tokyo, Japan. pp.22
HAL
5th International Conference on Flood Management, Sep 2011, Tokyo, Japan. pp.22
HAL
International audience; Along the French Mediterranean Coast, floods are causing more and more damages although statistical analysis of river peak flows did not show a significant trend. A first cause is the increase of economical value but other cli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::955fa60f12197a51e05e76f97d78c692
https://hal.inrae.fr/hal-02596743
https://hal.inrae.fr/hal-02596743
Publikováno v:
Scopus-Elsevier
Journal of Disaster Research
Journal of Disaster Research, 2012, 7 (5), pp.560-566
Journal of Disaster Research, 2012, 7, pp.560-566
Journal of Disaster Research
Journal of Disaster Research, 2012, 7 (5), pp.560-566
Journal of Disaster Research, 2012, 7, pp.560-566
Floods in dense urban areas propagatemainly through the streets, where the flow can be locally affected by elements of urban topography. This study aims at assessing the need of integrating detailed topography in numerical models when simulating urba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b747f6daa357fa0e196cc316e58ead7
http://www.scopus.com/inward/record.url?eid=2-s2.0-84867569747&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84867569747&partnerID=MN8TOARS