SedFoam-2.0-Publications

From CSDMS
References SedFoam-2.0

Publication(s)YearTypeCited
Cheng, Zhen; Hsu, Tian-Jian; Calantoni, Joseph; 2017. SedFoam: A multi-dimensional Eulerian two-phase model for sediment transport and its application to momentary bed failure. Coastal Engineering, 119, 32–50. 10.1016/j.coastaleng.2016.08.007
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2017Model overview 115
Chauchat, Julien; Cheng, Zhen; Nagel, Tim; Bonamy, Cyrille; Hsu, Tian-Jian; 2017. SedFoam-2.0: a 3D two-phase flow numerical model for sediment transport. .
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2017Model overview 100
Abimbola, Adewale; 2018. Wave Propagation and Scour Failure of Coastal Structures due to Tsunamis. , , .
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2018Model application 1
Nagel, Tim; Chauchat, Julien; Bonamy, Cyrille; Liu, Xiaofeng; Cheng, Zhen; Hsu, Tian-Jian; 2020. Three-dimensional scour simulations with a two-phase flow model. Advances in Water Resources, 138, 103544. 10.1016/j.advwatres.2020.103544
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2020Model application 28
Rafati, Yashar; Hsu, Tian-Jian; Cheng, Zhen; Yu, Xiao; Calantoni, Joseph; 2020. Armoring and exposure effects on the wave-driven sediment transport. Continental Shelf Research, 211, 104291. 10.1016/j.csr.2020.104291
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2020Model application 8
Mathieu, Antoine; Chauchat, Julien; Bonamy, Cyrille; Nagel, Tim; 2019. Two-Phase Flow Simulation of Tunnel and Lee-Wake Erosion of Scour below a Submarine Pipeline. Water, 11, 1727. 10.3390/w11081727
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2019Model application 20
Nagel, Tim; Chauchat, Julien; Bonamy, Cyrille; Mathieu, Antoine; Liu, Xiaofeng; Cheng, Zhen; Hsu, Tian-Jian; 2018. TWO-PHASE FLOW SIMULATIONS OF SCOUR AROUND VERTICAL AND HORIZONTAL CYLINDERS. Coastal Engineering Proceedings, , 22. 10.9753/icce.v36.sediment.22
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2018Model application 0
Ghzayel, Alaa; Beaudoin, Anthony; Jarny, Sebastien; Aguirre, M.A.; Luding, S.; Pugnaloni, L.A.; Soto, R.; 2021. Modelling of scour formation using SedFoam, continuum approach. EPJ Web of Conferences, 249, 03038. 10.1051/epjconf/202124903038
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2021Model application 0
Serta Fraga, Vinicius; Yin, Guang; Ong, Muk Chen; Myrhaug, Dag; 2022. CFD investigation on scour beneath different configurations of piggyback pipelines under steady current flow. Coastal Engineering, 172, 104060. 10.1016/j.coastaleng.2021.104060
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2022Model application 4
Huang, Jun; Yin, Guang; Ong, Muk Chen; Myrhaug, Dag; Jia, Xu; 2021. Numerical Investigation of Scour Beneath Pipelines Subjected to an Oscillatory Flow Condition. Journal of Marine Science and Engineering, 9, 1102. 10.3390/jmse9101102
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2021Model application 7
Tsai, Benjamin; Mathieu, Antoine; Montellà, Eduard Puig; Hsu, Tian-Jian; Chauchat, Julien; 2022. An Eulerian two-phase flow model investigation on scour onset and backfill of a 2D pipeline. European Journal of Mechanics - B/Fluids, 91, 10–26. 10.1016/j.euromechflu.2021.09.004
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2022Model application 10
Bonamy, Cyrille; Chauchat, Julien; Puig-Montella, Eduard; Mathieu, Antoine; Higuera, Pablo; 2020. SedFoam/sedfoam: Release 3.1. , , .
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2020Model application 1
Huang, Jun; Yin, Guang; Ong, Muk Chen; Jia, Xu; 2020. Numerical Investigation of Scour Beneath a Subsea Piggyback Pipeline. . Volume .
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2020Model application 0
Puig Montella, Eduard; Chauchat, Julien; Bonamy, Cyrille; Hsu, Tian-Jian; 2020. Modeling the initiation of underwater granular avalanches: an Eulerian approach. . Volume .
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2020Model application 0
Yin, Guang; Cheng, Zhen; Liu, Shengnan; Ong, Muk Chen; 2019. Numerical Investigation of Scour Around Subsea Pipelines Near the Seabed. . Volume .
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2019Model application 1
Duran Santana, Leandro; Alberto Escobar Vargas, Jorge; 2019. NUMERICAL MODELING OF LOCAL SCOUR AROUND CILINDRICAL PIERS INCLUDING SECONDARY FLOWS EFFECTS. . Volume .
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2019Model application 0
Delisle, Marie-Pierre C.; Kim, Yeulwoo; Mieras, Ryan S.; Gallien, Timu W.; 2022. Numerical investigation of sheet flow driven by a near-breaking transient wave using SedFoam. European Journal of Mechanics - B/Fluids, 96, 51–64. 10.1016/j.euromechflu.2022.07.002
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2022

Model application

1
Salimi‐Tarazouj, Ali; Hsu, Tian‐Jian; Traykovski, Peter; Chauchat, Julien; 2021. Eulerian Two‐Phase Model Reveals the Importance of Wave Period in Ripple Evolution and Equilibrium Geometry. Journal of Geophysical Research: Earth Surface, 126, None. 10.1029/2021JF006132
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2021

Model application

6
Haidl, J.; Chára, Z.; Matoušek, V.; 2022. Experimental Validation of Granular Flow Kinetic Theory Under Turbulent Flow Conditions. None. Volume None.
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2022

Model application

0
Kim, Yeulwoo; Cheng, Zhen; Hsu, Tian‐Jian; Chauchat, Julien; 2018. A Numerical Study of Sheet Flow Under Monochromatic Nonbreaking Waves Using a Free Surface Resolving Eulerian Two‐Phase Flow Model. Journal of Geophysical Research: Oceans, 123, 4693–4719. 10.1029/2018JC013930
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2018

Model application

23
Puig Montella, Eduard; Bonamy, Cyrille; Chauchat, Julien; Hsu, Tian-Jian; 2024. Implementing moving object capability in a two-phase Eulerian model for sediment transport applications. OpenFOAM® Journal, 4, 79–104. 10.51560/ofj.v4.119
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2024

Model application

0
Qin, Chenxi; Duan, Lunliang; Wang, Duoyin; Duan, Bingchuan; Liu, Wei; 2024. A local scour model for single pile on silty seabed considering soil cohesion (SedCohFOAM): Model and validation. Physics of Fluids, 36, None. 10.1063/5.0207743
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2024

Model application

0
Stöcker, Yvonne; Golla, Christian; Jain, Ramandeep; Fröhlich, Jochen; Cinnella, Paola; 2024. DNS-Based Turbulent Closures for Sediment Transport Using Symbolic Regression. Flow, Turbulence and Combustion, 112, 217–241. 10.1007/s10494-023-00482-7
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2024

Model application

2
Ghzayel, Alaa; Beaudoin, Anthony; 2023. Three-dimensional numerical study of a local scour downstream of a submerged sluice gate using two hydro-morphodynamic models, SedFoam and FLOW-3D. Comptes Rendus. Mécanique, 351, 525–550. 10.5802/crmeca.223
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2023

Model application

0
Khaled, Fatima; Guillou, Sylvain; Hadri, Farhat; Mear, Yann; 2023. Effects of the spacing between two hydrokinetic turbines on the bedforms by numerical simulations. Proceedings of the European Wave and Tidal Energy Conference, 15, None. 10.36688/ewtec-2023-554
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2023

Model application

0
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Nr. of publications: 25
Total citations: 327
h-index: 7
m-quotient: 0.88

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