Large-Eddy Simulation of Three-Dimensional Turbulent Free Surface Flow Past a Complex Stream Restoration Structure
- Authors
- Kang, Seokkoo; Sotiropoulos, Fotis
- Issue Date
- Oct-2015
- Publisher
- American Society of Civil Engineers
- Keywords
- Free surface flow; Level set method; Immersed boundary method; Large-eddy simulation; Turbulence
- Citation
- Journal of Hydraulic Engineering, v.141, no.10, pp 1 - 11
- Pages
- 11
- Indexed
- SCI
SCIE
SCOPUS
- Journal Title
- Journal of Hydraulic Engineering
- Volume
- 141
- Number
- 10
- Start Page
- 1
- End Page
- 11
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/156238
- DOI
- 10.1061/(ASCE)HY.1943-7900.0001034
- ISSN
- 0733-9429
1943-7900
- Abstract
- Large-eddy simulation (LES) of a three-dimensional, turbulent free surface flow past a stream restoration structure with arbitrarily complex geometries is presented. The three-dimensional, incompressible, spatially filtered Navier-Stokes and continuity equations are solved in generalized curvilinear coordinates. For the solution of mixed air-water flows, the curvilinear immersed boundary (CURVIB)-level set method developed previously is used and extended to carry out LES. Complex solid geometries are handled by the sharp-interface CURVIB method, and the subgrid scale stress terms arising from the spatial filtering of the Navier-Stokes equations are closed by the dynamic Smagorinsky model. To demonstrate the potential of the CURVIB-LES-level set model for simulating real-life, turbulent free surface flows involving arbitrarily complex geometries, LES is carried out for the flow past a complex rock structure that is fully submerged in water in a laboratory flume. The simulations show that the method is able to predict the time-averaged value as well as the root-mean-square fluctuations of water surfaces with good accuracy. Moreover, it is seen that the free surface flow at a high Froude number causes a significant level of fluctuations of water surface elevation and velocity at the water surface.
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