Three-dimensional simulation of horseshoe vortex and local scour around a vertical cylinder using an unstructured finite-volume technique

被引:28
|
作者
Zhang, Wei [1 ]
Zapata, Miguel Uh [2 ]
Bai, Xin [1 ]
Pham-Van-Bang, Damien [3 ]
Nguyen, Kim Dan [1 ]
机构
[1] Univ Paris Est, Lab Hydraul St Venant LHSV, ENPC EDF R&D Cerema, 6 Quai Watier,BP 49, F-78401 Chatou, France
[2] Ctr Invest Matemat AC, CONACYT, CIMAT, Unidad Merida, Merida 97302, Yucatan, Mexico
[3] Univ Quebec, Inst Natl Rech Sci, LHE, 490 Rue La Couronne, Quebec City, PQ G1K 9A9, Canada
关键词
Non-hydrostatic flows; Horseshoe vortex; Wake region; Scouring; Bedload transport; CIRCULAR-CYLINDER; FLOW; WAKE; TURBULENT; FIELD;
D O I
10.1016/j.ijsrc.2019.09.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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 & Fredsoe, 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. (C) 2019 International Research and Training Centre on Erosion and Sedimentation/the World Association for Sedimentation and Erosion Research. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:295 / 306
页数:12
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