Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Benoît Spinewine"'
Autor:
Benoît Spinewine, Sébastien Blaise
Publikováno v:
Engineering with Computers. 38:2041-2057
When choosing a path for a linear infrastructure between two terminals, several types of constraints apply for installation and operational criteria. For offshore pipelines or cables, curvature constraints are typically important not only due to the
Autor:
Benoît Spinewine, H. Hidayat, M. G. Sassi, Sandra Soares-Frazão, Benjamin de Brye, Eric Deleersnijder, Chien Pham Van, A.J.F. Hoitink
Publikováno v:
Environmental Fluid Mechanics, 603-633
STARTPAGE=603;ENDPAGE=633;ISSN=15677419;TITLE=Environmental Fluid Mechanics
Environmental Fluid Mechanics, 16(3)
Environmental Fluid Mechanics (2016)
STARTPAGE=603;ENDPAGE=633;ISSN=15677419;TITLE=Environmental Fluid Mechanics
Environmental Fluid Mechanics, 16(3)
Environmental Fluid Mechanics (2016)
Large rivers often present a river–lake–delta system, with a wide range of temporal and spatial scales of the flow due to the combined effects of human activities and various natural factors, e.g., river discharge, tides, climatic variability, dr
Autor:
Hervé Capart, Benoît Spinewine
Publikováno v:
Journal of Fluid Mechanics. 731:579-614
Intense bed-load, or sheet flow, occurs when a free-surface flow of water drives a thick, rapidly sheared layer of water and grains over an erodible granular bed. We examine here the transient case where flow is induced by a sudden dam-break. Aiming
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
Autor:
Carlos Pirmez, Marcelo H. Garcia, Jorge D. Abad, Benoît Spinewine, Octavio E. Sequeiros, Gary Parker
Publikováno v:
Journal of Sedimentary Research. 81:787-813
The flow of deep-sea turbidity currents in meandering channels has been of considerable recent interest. Here we focus on the secondary flow associated with a subaqueous bottom current in a meandering channel. For simplicity, a saline bottom current
Publikováno v:
Computers & Fluids. 44:202-220
The 4 x 4 system of governing equations for two-layer shallow flow models is known to exhibit particular behaviours such as loss of hyperbolicity under certain flow configurations. An eigenvalue analysis of the conservation part of the equations show
Publikováno v:
Experiments in Fluids. 50:1507-1525
A simple, robust, and accurate imaging technique is proposed to measure granular concentration profiles in channel flows of liquid-granular mixtures. We focus on moderate to high granular concentrations (5–50%), for which optical access is restrict
Autor:
Benoît Spinewine, Octavio E. Sequeiros, Rick T. Beaubouef, Gary Parker, Tao Sun, Marcelo H. Garcia
Publikováno v:
Sedimentology. 57:1463-1490
Turbidity currents in the ocean are driven by suspended sediment. Yet results from surveys of the modern sea floor and turbidite outcrops indicate that they are capable of transporting as bedload and depositing particles as coarse as cobble sizes. Wh
Autor:
Marcelo H. Garcia, Tao Sun, Octavio E. Sequeiros, Benoît Spinewine, Rick T. Beaubouef, Gary Parker
Publikováno v:
Journal of Hydraulic Engineering. 136:412-433
Turbidity currents in the ocean and lakes are driven by suspended sediment. The vertical profiles of velocity and excess density are shaped by the interaction between the current and the bed as well as between the current and the ambient water above.
Publikováno v:
Journal of Hydro-environment Research. 3:167-172
Cyclic steps constitute a characteristic bedform of Froude-supercritical shallow flow over an erodible bed. They are long-wave features that are bounded by hydraulic jumps and migrate upstream. They can be seen in alluvial streams, stream in cohesive