Week 2 - Flow over a Cylinder.
Aim :
To simulate the flow over a cylinder and explain the phenomenon of Karman vortex street.
Objective :
Part-1 :
- Simulate the flow with the steady and unsteady case and calculate the Strouhal Number for Re= 100.
Part-2 :
- Calculate the coefficient of drag and lift over a cylinder by setting the Reynolds number to 10,100,1000,10000 & 100000. (Run with steady solver)
- Discuss the effect of Reynolds number on the coefficient of drag. [ Results should be validated with any standard literature and error should be within 5 %]
Introduction :
Vortex shadding:
vortex shedding is an oscillating flow that takes place when a fluid such as air or water flows past a bluff (as opposed to streamlined) body at certain velocities, depending on the size and shape of the body. In this flow, vortices are created at the back of the body and detach periodically from either side of the body forming a Von Karman vortex street. The fluid flow past the object creates alternating low-pressure vortices on the downstream side of the object. The object will tend to move toward the low-pressure zone.
If the bluff structure is not mounted rigidly and the frequency of vortex shedding matches the resonance frequency of the structure, then the structure can begin to resonate, vibrating with harmonic oscillations driven by the energy of the flow. This vibration is the cause for overhead power line wires humming in the wind, and for the fluttering of automobile whip radio antennas at some speeds. Tall chimneys constructed of thin-walled steel tubes can be sufficiently flexible that, in air flow with a speed in the critical range, vortex shedding can drive the chimney into violent oscillations that can damage or destroy the chimney.
Reynolds Number (Re):
Reynolds number for a flow is a measure of the ratio of inertial to viscous forces in the flow of a fluid around a body.
`Re=(rho*v*d)/mu`
where
rho = density
v = velocity
D = diameter
mu = dynamic viscosity
The range of Re values will vary with the size and shape of the body from which the eddies are being shed, as well as with the kinematic viscosity of the fluid. Over a large Red range (47 Strouhal number (St): Strouhal number is a dimensionless number describing oscillating flow mechanisms. The Strouhal number is often given as `St=(f*d)/u` Where f = frequency of vortex shading, d = diameter U = flow velocity. Flow over a cylinder : In spite of extensive experimental and numerical studies almost over a century, flow around a circular cylinder still remains a challenging problem in fluid mechanics, where intensive investigations are continued even today to understand the complex unsteady dynamics of the cylinder wake flow. Cross-flow normal to the axis of a stationary circular cylinder and the associated problems of heat and mass transport are encountered in a wide variety of engineering applications. Both experimental measurements and numerical computations have confirmed the onset of instability of the wake flow behind a cylinder beyond a critical Reynolds number, leading finally to a kind of periodic flow identified by definite frequencies, well-known in the literature as the Von Karman vortex street. In case of laminar flow past cylinders with regular polygonal cross-section, the flow usually separates at one or more sharp corners of the cross-section geometry itself, forming a system of vortices in the wake on either side of the mid symmetry plane. On the other hand, for a circular cylinder, where the point of flow separation is decided by the nature of the upstream boundary layer, the physics of the flow is much more complex than what its relatively simple shape might suggest. Co-efficient of drag : In fluid dynamics, the drag coefficient is a dimensionless quantity that is used to quantify the drag or resistance of an object in a fluid environment, such as air or water. It is used in the drag equation in which a lower drag coefficient indicates the object will have a less aerodynamic or hydrodynamic drag. The drag coefficient is always associated with a particular surface area. The drag coefficient of any object comprises the effects of the two basic contributors to fluid dynamic drag: skin friction and form drag. The drag coefficient of a lifting airfoil or hydrofoil also includes the effects of lift-induced drag. The drag coefficient of a complete structure such as an aircraft also includes the effects of interference drag. The drag coefficient is defined as `C_d=(2*F_d)/(rho*u^2*A)` where: `F_d` = drag force. `u` = speed of the object A = area. Co-efficient of lift : The lift coefficient is a dimensionless coefficient that relates the lift generated by a lifting body to the fluid density around the body, the fluid velocity, and an associated reference area. A lifting body is a foil or a complete foil-bearing body such as a fixed-wing aircraft. CL is a function of the angle of the body to the flow, its Reynolds number, and its Mach number. The section lift coefficient cl refers to the dynamic lift characteristics of a two-dimensional foil section, with the reference area replaced by the foil chord. `C_L=(2L)/(rhou^2S)` where L = lift force S = relevant surface area `rho` = density Explanation : But in the meshing nodes, the shape is more quadrilateral than the triangle so we should this by changing the method to the triangle in the insert option After changing the node's shape into triangles we should improve the mesh around the cylinder by sizing in the mesh which is used to control precisely the mesh. Then we should add inflation which is used to create body-fitted mesh. PART-1 : Case 1 : SOLVER TYPE VISCOSITY FORMULATION TIME VISCOUS MODEL FLUID TYPE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : Case 2 : SOLVER TYPE VELOCITY FORMULATION TIME VISCOUS MODEL MATERIAL VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OF VELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : PART-2 : Case 1 : REYNOLDS NUMBER = 10 SLOVER TYPE VELOCITY FORMULATION STEADY VISCOUS MODEL USER DEFINE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : Case 2 : REYNOLDS NUMBER = 100 SLOVER TYPE VELOCITY FORMULATION STEADY VISCOUS MODEL USER DEFINE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : Case 3 : REYNOLDS NUMBER = 1000 SLOVER TYPE VELOCITY FORMULATION STEADY VISCOUS MODEL USER DEFINE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : Case 4 : REYNOLDS NUMBER = 10000 SLOVER TYPE VELOCITY FORMULATION STEADY VISCOUS MODEL USER DEFINE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : Case 5 : REYNOLDS NUMBER = 100000 SLOVER TYPE VELOCITY FORMULATION STEADY VISCOUS MODEL USER DEFINE VISCOSITY DENSITY INLET VELOCITY RESIDUAL PLOT : VERTEX AVERAGE OFVELOCITY MAGNITUDE PLOT : COEFFICIENT OF DRAG PLOT : COEFFICIENT OF LIFT PLOT : VELOCITY CONTOUR PLOT : PRESSURE CONTOUR PLOT : RESULT : CONCLUSION :
`rho` = mass density of the fluid.




PRESSURE BASED
ABSOLUTE
STEADY
LAMINAR
USER-DEFINE
0.05(kgm/s)
1(kg/m^3)
2.5(m/s)






PRESSURE BASED
ABSOLUTE
UNSTEADY
LAMINAR
USER-DEFINE
0.05(kgm/s)
1(kg/m^2)
2.5(m/s)






PRESSURE BASED
ABSOLUTE
TIME
LAMINAR
FLUID TYPE
0.05(kgm/s)
1(kg/m^3)
0.25(m/s)






PRESSURE BASED
ABSOLUTE
TIME
LAMINAR
FLUID TYPE
0.05(kgm/s)
1(kg/m^3)
2.5(m/s)






PRESSURE BASED
ABSOLUTE
TIME
LAMINAR
FLUID TYPE
0.05(kgm/s)
1(kg/m^3)
25(m/s)






PRESSURE BASED
ABSOLUTE
TIME
LAMINAR
FLUID TYPE
0.05(kgm/s)
1(kg/m^3)
250(m/s)






PRESSURE BASED
ABSOLUTE
TIME
LAMINAR
FLUID TYPE
0.05(kgm/s)
1(kg/m^3)
250(m/s)






REYNOLDS NUMBER
`C_d`
`C_L`
10
3.332
0.001
100
1.362
-0.048
1000
0.758
0.173
10000
0.832
0.556
100000
0.728
0.286