Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Catherine Swartenbroekx"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811961373
In canalized rivers, navigation locks are often located aside a weir. River currents are concentrated towards the weir. As a result, vessels face transverse currents and significant outdraft forces when approaching the lock. An approach wall can be d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d12bba65eb2b488256a2253e432ebee
https://doi.org/10.1007/978-981-19-6138-0_47
https://doi.org/10.1007/978-981-19-6138-0_47
Publikováno v:
E3S Web of Conferences, Vol 40, p 05031 (2018)
To maintain inland navigation, a deposition crest in the Hunlock area, in the Upper Meuse River, Belgium, has to be dredged almost every two years. A long-term solution is searched for, based on the understanding of water velocity field and solid tra
Autor:
Ignacio Fraga Cadórniga, Ricardo B. Canelas, Gareth Pender, Luis Cea, Catherine Swartenbroekx, Yves Zech, Wei Huang, Kamal El Kadi, Jérôme Le Coz, Rui Ferreira, Zhixian Cao, Catherine Villaret, Marianeve Pontillo, Jerónimo Puertas, Zhiyuan Yue, Ryota Tsubaki, Sandra Soares-Frazão, Weiming Wu, Noemi Gonzalez-Ramirez, Andres Die Moran, Hanif M. Chaudhry, Benoît Spinewine, Reza Marsooli, Jasim Imran, Massimo Greco, André Paquier
Publikováno v:
Journal of Hydraulic Research
Journal of Hydraulic Research, Taylor & Francis, 2012, 50 (4), pp.364-375. ⟨10.1080/00221686.2012.689682⟩
Journal of Hydraulic Research, Taylor & Francis, 2012, 50 (4), pp.364-375. ⟨10.1080/00221686.2012.689682⟩
International audience; In this paper, the results of a benchmark test launched within the framework of the NSF–PIRE project “Modelling of Flood Hazards and Geomorphic Impacts of Levee Breach and Dam Failure” are presented. Experiments of two-d
Publikováno v:
International Journal for Numerical Methods in Fluids. 73:477-508
River flow dynamics and sediment transport are intimately interdependent. Their interaction governs a great diversity of flows with significant morphologic consequences. To predict the bed load transport induced by dam break waves, the proposed two-d