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Objective: Simulate the flow over a cylinder and explain the phenomenon of Karman vortex street. PART-I Simulate the flow with the steady and unsteady case and calculate the Strouhal Number for Re= 100. PART-II Calculate the coefficient of drag and lift over a cylinder by setting the Reynolds number…
Dhananjay Khedkar
updated on 10 Jun 2021
Objective: Simulate the flow over a cylinder and explain the phenomenon of Karman vortex street.
PART-I
PART-II
Introduction:
Karman Vortex Street
In Fluid dynamic, a Karman vortex street (or a von Karman vortex street) is a repeating pattern of swirling vortices, caused by a process known as Vortex shedding, which is responsible for the unsteady separation of flow of a fluid around blunt bodies.
A vortex street will form only at a certain range of flow velocities, specified by a range of Reynolds numbers (Re), typically above a limiting Re value of about 90. The (global) Reynolds number for a flow is a measure of the ratio of inertia to viscous force in the flow of a fluid around a body or in a channel, and may be defined as a non-dimensional parameter of the global speed of the whole fluid flow:
where:
= the free stream flow speed(i.e. the flow speed far from the fluid boundaries
like the body speed relative to the fluid at rest, or an inviscid flow speed, computed through the Bernoulli equation), which is the original global flow parameter, i.e. the target to be non-dimensionalized.
= a characteristic length parameter of the body or channel
= the free stream kinematic viscosity parameter of the fluid, which in turn is the ratio:
3. Setting up Ansys Fluent:
Fluent details/Procedure
PART-I
Simulate the flow with the steady and unsteady case and calculate the Strouhal Number for Re= 100 and inlet velocity 2.5 m/s.
Steady-state:
Unsteady-state:
PART-II
a. Simulating the flow with a steady-state solver for Re=10 and inlet velocity=0.25 m/s.
b. Simulating the flow with a steady-state solver for Re=100 and inlet velocity=2.5 m/s.
c. Simulating the flow with a steady-state solver for Re=1000 and inlet velocity=25 m/s.
d. Simulating the flow with a steady-state solver for Re=10000 and inlet velocity=250 m/s.
e. Simulating the flow with a steady-state solver for Re=100000 and inlet velocity=2500 m/s.
Conclusion:
References:
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