TY - JOUR
T1 - Three-dimensional simulation of horseshoe vortex and local scour around a vertical cylinder using an unstructured finite-volume technique
AU - Zhang, Wei
AU - Uh Zapata, Miguel
AU - Bai, Xin
AU - Pham-Van-Bang, Damien
AU - Nguyen, Kim Dan
N1 - Publisher Copyright:
© 2019 International Research and Training Centre on Erosion and Sedimentation / the World Association for Sedimentation and Erosion Research
PY - 2020/6
Y1 - 2020/6
N2 - A Large Eddy Simulation model is developed to simulate the hydrodynamics and scour process around a circular cylinder. The Navier-Stokes solver is based on the projection method and a second-order unstructured finite-volume method. A sigma-coordinate system is used to obtain an accurate representation of the evolution of the sediment-water interface. Bed erosion is simulated by solving the sediment continuity equation using a mass-conservating sand-slide algorithm and a bedload transport rate, which is based on a description of physical processes (Engelund & Fredsøe, 1976). Simulations of flow around a vertical cylinder for free-slip bed, rigid bed, and live-bed cases are done. The mean velocity profile and shear stress validate the accuracy of this model. Horseshoe vortex and lee-wake vortex shedding structure are simulated, and the results are thoroughly discussed in depth. The formation and the temporal development of the scour hole and other topographic bed features are successfully reproduced. The current paper reports the first known investigation of both scour evolution and coherent structure using large-eddy simulation.
AB - A Large Eddy Simulation model is developed to simulate the hydrodynamics and scour process around a circular cylinder. The Navier-Stokes solver is based on the projection method and a second-order unstructured finite-volume method. A sigma-coordinate system is used to obtain an accurate representation of the evolution of the sediment-water interface. Bed erosion is simulated by solving the sediment continuity equation using a mass-conservating sand-slide algorithm and a bedload transport rate, which is based on a description of physical processes (Engelund & Fredsøe, 1976). Simulations of flow around a vertical cylinder for free-slip bed, rigid bed, and live-bed cases are done. The mean velocity profile and shear stress validate the accuracy of this model. Horseshoe vortex and lee-wake vortex shedding structure are simulated, and the results are thoroughly discussed in depth. The formation and the temporal development of the scour hole and other topographic bed features are successfully reproduced. The current paper reports the first known investigation of both scour evolution and coherent structure using large-eddy simulation.
KW - Bedload transport
KW - Horseshoe vortex
KW - Non-hydrostatic flows
KW - Scouring
KW - Wake region
UR - http://www.scopus.com/inward/record.url?scp=85076210672&partnerID=8YFLogxK
U2 - 10.1016/j.ijsrc.2019.09.001
DO - 10.1016/j.ijsrc.2019.09.001
M3 - Article
AN - SCOPUS:85076210672
SN - 1001-6279
VL - 35
SP - 295
EP - 306
JO - International Journal of Sediment Research
JF - International Journal of Sediment Research
IS - 3
ER -