2013
DOI: 10.1080/00221686.2013.835287
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Large-eddy simulation of turbulent open-channel flow over three-dimensional dunes

Abstract: Large-eddy simulation of turbulent open-channel flow over threedimensional dunes ABSTRACT A large-eddy simulation study has been undertaken to investigate the turbulent structure of openchannel flow over three-dimensional (3D) dunes. The governing equations have been discretised using the finite volume method, with the partial cell treatment being implemented in a Cartesian grid form to deal with the 3D dune topography. The numerical model predicted free surface elevations, mean flow velocities and Reynolds sh… Show more

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Cited by 18 publications
(5 citation statements)
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References 35 publications
(51 reference statements)
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“…The code used here has already been validated by simulating the oscillatory and combined oscillatory-current flows over a 2-D rippled bed, identical to the experimental studies of Fredsøe et al (1999); these validation results were presented in Grigoriadis et al (2012). In addition, LES of unidirectional flow over 3-D dune geometries, which was studied extensively in Maddux et al (2003) and Xie et al (2013), was also performed; these validation cases were presented in Chalmoukis and Dimas (2017) where the effect of the 3-D bed to the flow was reproduced accurately.…”
Section: Code Validationmentioning
confidence: 99%
“…The code used here has already been validated by simulating the oscillatory and combined oscillatory-current flows over a 2-D rippled bed, identical to the experimental studies of Fredsøe et al (1999); these validation results were presented in Grigoriadis et al (2012). In addition, LES of unidirectional flow over 3-D dune geometries, which was studied extensively in Maddux et al (2003) and Xie et al (2013), was also performed; these validation cases were presented in Chalmoukis and Dimas (2017) where the effect of the 3-D bed to the flow was reproduced accurately.…”
Section: Code Validationmentioning
confidence: 99%
“…The code Xdolphin3D was validated and applied for some LES studies of open-channel flows over well-defined regular roughness Xie et al, 2014;Xie, Lin, Falconer, & Maddux, 2013). In addition, the present model has been validated against available experimental data for a range of free surface flow problems, such as overturning waves over a sloping beach and a reef (Xie, 2012), periodic breaking waves in the surf zone (Xie, 2013), breaking solitary waves over 3D conical structures (Xie & Stoesser, 2020b) and complex topography (Xie, 2015), in which the overturning jet, air entrainment and splash-up have been captured during wave breaking.…”
Section: Methodsmentioning
confidence: 99%
“…In the simulation, same mesh sizes were used in the horizontal plane and they were approximately 2.1 times the mesh size in the vertical direction (∆x = ∆z ≈ 2.1∆y). Approximately 24 cells were selected to cover the height of the rough bed in the vertical direction, which has been shown to capture most of the turbulent structures in the rough boundary (Xie et al, 2014;Xie, Lin, Falconer, & Maddux, 2013). A time step with Courant-Friedrichs-Lewy (CFL) number of 0.1 was used in the simulation in order to accurately capture the free-surface dynamics.…”
Section: Methodsmentioning
confidence: 99%
“…The model can act as a complementary approach to experimental investigations to gain further insight into the kinematics and dynamics of three-dimensional breaking waves. It is worth noting that the VOF scheme can also be switched off in the present model when considering the rigid lid approximation in open-channel flows [76][77][78]. Further work will include the surface tension effect for bubble generation and adaptive mesh [79], which can reduce computational efforts without sacrificing accuracy.…”
Section: Resultsmentioning
confidence: 99%