Direct numerical simulation of the oscillatory flow around a sphere resting on a rough bottom

被引:6
作者
Mazzuoli, Marco [1 ]
Blondeaux, Paolo [1 ]
Simeonov, Julian [2 ]
Calantoni, Joseph [2 ]
机构
[1] Univ Genoa, Dept Civil Chem & Environm Engn, Via Montallegro 1, I-16145 Genoa, Italy
[2] US Navy, Res Lab, Marine Geosci Div, Code 7434,Bldg 1005, Stennis Space Ctr, MS 39529 USA
关键词
coastal engineering; sediment transport; separated flows; LINEAR SHEAR-FLOW; BOUNDARY-LAYERS; INERTIAL LIFT; COHERENT STRUCTURES; INCIPIENT MOTION; RIGID SPHERE; TRANSITION; WALL; TURBULENCE; MESHES;
D O I
10.1017/jfm.2017.242
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The oscillatory flow around a spherical object lying on a rough bottom is investigated by means of direct numerical simulations of the continuity and Navier-Stokes equations. The rough bottom is simulated by a layer/multiple layers of spherical particles, the size of which is much smaller that the size of the object. The period and amplitude of the velocity oscillations of the free stream are chosen to mimic the flow at the bottom of sea waves and the size of the small spherical particles falls in the range of coarse sand/very fine gravel. Even though the computational costs allow only the simulation of moderate values of the Reynolds number characterizing the bottom boundary layer, the results show that the coherent vortex structures, shed by the spherical object, can break up and generate turbulence, if the Reynolds number of the object is sufficiently large. The knowledge of the velocity field allows the dynamics of the large-scale coherent vortices shed by the object to be determined and turbulence characteristics to be evaluated. Moreover, the forces and torques acting on both the large spherical object and the small particles, simulating sediment grains, can be determined and analysed, thus laying the groundwork for the investigation of sediment dynamics and scour developments.
引用
收藏
页码:235 / 266
页数:32
相关论文
共 31 条
[1]  
[Anonymous], 1997, PACIFIC COASTS PORTS
[2]   The inertial lift on a spherical particle in a plane Poiseuille flow at large channel Reynolds number [J].
Asmolov, ES .
JOURNAL OF FLUID MECHANICS, 1999, 381 :63-87
[3]   The inertial lift on an oscillating sphere in a linear shear flow [J].
Asmolov, ES ;
McLaughlin, JB .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 1999, 25 (04) :739-751
[4]   Numerical investigation of flow and scour around a vertical circular cylinder [J].
Baykal, C. ;
Sumer, B. M. ;
Fuhrman, D. R. ;
Jacobsen, N. G. ;
Fredsoe, J. .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2015, 373 (2033)
[5]   IMPLICIT FINITE-DIFFERENCE ALGORITHM FOR HYPERBOLIC SYSTEMS IN CONSERVATION-LAW FORM [J].
BEAM, RM ;
WARMING, RF .
JOURNAL OF COMPUTATIONAL PHYSICS, 1976, 22 (01) :87-110
[6]   A ROUTE TO CHAOS IN AN OSCILLATORY FLOW - FEIGENBAUM SCENARIO [J].
BLONDEAUX, P ;
VITTORI, G .
PHYSICS OF FLUIDS A-FLUID DYNAMICS, 1991, 3 (11) :2492-2495
[7]  
BROWNLIE W. R., 1981, KHR43A REP CIT
[8]   Coherent structures in wave boundary layers. Part 1. Oscillatory motion [J].
Carstensen, Stefan ;
Sumer, B. Mutlu ;
Fredsoe, Jorgen .
JOURNAL OF FLUID MECHANICS, 2010, 646 :169-206
[9]   Instantaneous pressure measurements on a spherical grain under threshold flow conditions [J].
Celik, Ahmet O. ;
Diplas, P. ;
Dancey, C. L. .
JOURNAL OF FLUID MECHANICS, 2014, 741 :60-97
[10]   THE INERTIAL LIFT ON A RIGID SPHERE IN A LINEAR SHEAR-FLOW FIELD NEAR A FLAT WALL [J].
CHERUKAT, P ;
MCLAUGHLIN, JB .
JOURNAL OF FLUID MECHANICS, 1994, 263 :1-18