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STEADY & TRANSIENT STATE SIMULATION OF FLOW OVER A CYLINDER IN 2D TO STUDY THE KARMAN VORTEX STREET AND BEHAVIOUR OF CO-EFFICIENT OF LIFT & DRAG USING ANSYS FLUENT AIM Our aim is to simulate a steady & transient state flow over a cylinder with different Reynolds number to study the Karman Vortex Street…
Ramkumar Venkatachalam
updated on 29 Jan 2022
STEADY & TRANSIENT STATE SIMULATION OF FLOW OVER A CYLINDER IN 2D TO STUDY THE KARMAN VORTEX STREET AND BEHAVIOUR OF CO-EFFICIENT OF LIFT & DRAG USING ANSYS FLUENT
Our aim is to simulate a steady & transient state flow over a cylinder with different Reynolds number to study the Karman Vortex Street and behavior of coefficient of lift and drag using the suitable turbulence model using ANSYS FLUENT and validate the numerical result.
ANSYS FLUENT academic version CFD package is used to carry out the simulation. It is a user friendly interface which provides high productivity and easy-to-use workflows. Workbench contains all workflow needed for solving a problem such as pre-processing, solving and post-processing.
Structure of ANSYS FLUENT simulations
The basic steps for a simulation are as follows,
Karman Vortex Street
Flow over a cylinder/ blunt body has different patterns depending on the velocity of the flow. As we increase the velocity (Around Reynolds number, Re ≈ 100) oscillating wakes starts forming in the rear end as the momentum of the flow doesn’t allow the flow to surround the object or wrap the contour. The wakes are big enough and are not stable. These wakes from both top and bottom of the rear end of cylinder detaches from the body alternatively. This alternate detachment leads to repeating pattern of swirling vortices called as Karman vortex shedding. It is actually oscillating flow pattern observed in a flow past a blunt body as shown the figure above.
Strouhal Number – It is the ratio of inertial forces due to the local acceleration of the flow (unsteadiness of the flow) to the inertial forces due to the convective acceleration (change in velocity from one point to another point). In simple words we can say that it is ratio of oscillation to the velocity.
St = (f * L )/U where f = vortex shedding frequency, L = characteristic length, U = Flow velocity
It is actually used in order to study the oscillating flow mechanism, a dimensionless number which describes the flow fluctuations or instabilities. Strouhal number is calculated to study the velocity fluctuations in the region of Karman vortex shedding, also to describe flapping wing flight. This parameter is named after Vincenc Strouhal, a Czech physicist. In general Strouhal number ranges from 0.12 to 0.30. Basically high Strouhal number means the oscillation dominates the flow and low Strouhal number means the flow speed over rules the oscillations.
Fast Fourier Transform (FFT) – Fourier transform is basically done to convert a sequence of signals in the time domain into a frequency domain. FFT is used instead of Discrete Fourier transform (DFT) is because FFT is more efficient and fast comparatively which reduces the computation time.
Reynolds Number –It is a ratio of inertial force to the viscous force. It is a dimensionless number used to categorize any fluid where viscosity plays an important role, as viscosity controls the velocity.
Reynolds Number = Inertial Force / Viscous Force
Re =(ρ * u * L) / µ ,
where Re is Reynolds number, ρ is Density of the fluid, L is Length of the pipe, u is flow speed and µ is Dynamic Viscosity of the fluid.
The dimensionless number is used to determine if a fluid is laminar or turbulent. Assumed criteria for Reynolds number are as follows
Re ≤ 2100 is laminar flow.
Re ≥ 2100 and ≤ 4000 is Critical flow.
Re ≥ 4000 is Turbulent flow.
2. External flow,
Re ≤ 100000 is laminar flow.
Re ≥ 100000 and ≤ 500000 is Critical flow.
Re ≥ 500000 is Turbulent flow.
Why there is a difference in criteria between Internal and external flows?
In external flow, the viscous boundary layer region grows along the length of the surface. So Reynolds number is calculated by using Re = (ρ * u * L)/ µ , where Re is Reynolds number, ρ is Density of the fluid, L is Length of the pipe, u is flow speed and µ is Dynamic Viscosity of the fluid.
In internal flows, the viscous boundary layer region of all surface merges together into fully developed flow and the grows around the width of the surface. Hence, Reynolds number is calculated by using Re = (ρ * u * W)/ µ , where Re is Reynolds number, ρ is Density of the fluid, W is width of the pipe, u is flow speed and µ is Dynamic Viscosity of the fluid.
Hence, in external and internal flow the Reynolds number is based on length along the flow and thickness across the flow respectively.
In case the Reynolds number is calculated for external flow with known value of boundary layer thickness then it will become equal as that of internal flow.
Reδ = (ρ * u * δ)/ µ ,
where Re is Reynolds number, ρ is Density of the fluid, δ is boundary layer thickness, u is flow speed and µ is Dynamic Viscosity of the fluid.
Coefficient of Lift
Lift Force = ½ ρ V2Cl A
Flow over a cylinder is expected to have a fluctuation in velocity at Reynolds number around 100. These fluctuations are captured in terms of coefficient of lift in time domain and then Strouhal number is determined by using Fourier transform.
Coefficient of Drag
Drag Force = ½ ρ V2Cd A
where ρ is Density of the fluid, A is surface area, V is flow speed and Cl & Cd are Coefficient of Lift and Coefficient of Drag respectively.
Behavior of Coefficient of Drag at varying Reynolds Number
Two factors responsible for total drag are viscous drag (skin-friction drag) and form drag (Pressure drag/ Profile Drag). Coefficient of Drag is function of Reynolds number, shape along with other factors.
Flow over a cylinder/ blunt body has different patterns depending on the velocity of the flow.
1. Creeping Flow - No Separation
Initially the flow velocity (Around Reynolds number, Re ≈ 1) is very low so there is no separation as fluid wraps the object completely. This flow is called Creeping flow. Here form drag is very minimal to no drag, so in this case the drag is completely due to skin friction. Coefficient drag reduces with increase in velocity but drag increases as the Cd is inversely proportional to V2 and D is proportional to V2.
2. Steady Boundary Layer Separation
As the flow velocity (Around Reynolds number, Re ≈ 10) is slightly increased, the separation of flow from the body can be seen due to the adverse pressure gradient. The low pressure at the back of the object sucks the flow backwards which leads to a steady separation bubble and the vortices remains attached.
3. Karman Vortex Shedding
As we increase the velocity further (Around Reynolds number, Re ≈ 100) oscillating wakes starts forming from both top and bottom of the rear end of cylinder which detaches from the body alternatively. This alternate detachment leads to Karman vortex shedding. Here skin-friction drag has become negligible so in this case the drag is completely due to profile.
4. Turbulent Wakes
As we increase the velocity (Around Reynolds number, Re ≈ 1000-10000) large turbulent eddies starts forming and low pressure regions is created at the rear end of cylinder. The detachment from the body starts from mid-point which is early than the previous case. So we can observe wide turbulent wakes but the boundary layer is still laminar.
5. Turbulent Boundary Layer
As we increase the velocity (Around Reynolds number, Re ≈ 105 – 106) boundary layer becomes turbulent and flow wraps around the object, now highly resistant to separate. So, the flow stays attached longer resulting in compression (narrow) of turbulent wakes. This case is somewhat similar to case 2 but as the skin-friction drag is very negligible and also the form drag is less than the previous case 4 the coefficient of drag drops drastically known as drag crisis. But again Cd rises and level off and then probably decline again.
Fig: Effect of Reynolds Number on Cd
Problem – Flow over a Cylinder
The challenge includes 2 parts.
Calculation
Reference values (common for Part 1 and Part 2)
Length = 2 m (Dia of the cylinder), Depth = 1m (2D)
Area = Length x Depth = 2 m2
Part 1 - Steady and Transient State
Customized fluid is created by changing the density and dynamic viscosity of the fluid in order to make Reynolds number exactly 100 and calculation easier.
Fluid chosen for the problem – User Defined
Density of Air = 1kg/m3, Dynamic viscosity = 0.02 kg/ms, Velocity of fluid = 1 m/s, Characteristic length = 2 m
So, Reynolds Number, Re = 100
Transient State
Courant- Friedrichs-Lewy condition is followed to determine the time step,
CFL = u*(Δt/ Δx), where u = velocity, Δt = time step, Δt = cell size.
So for CFL = 0.4, Velocity, u = 1 m/s, Cell size, Δx = 0.5 m
Time step, Δt = 0.2 s
Part 2 - Steady State
Coefficient of lift and drag needs to be calculated for different Reynolds number, so velocity differs for each setting of Reynolds number.
Fluid chosen for the problem – Air
Density of Air = 1.225 kg/m3, Dynamic viscosity = 1.7894 x 10-5 kg/ms, Characteristic length = 2 m
For Re = 10, V = 0.000073 m/s
For Re = 100, V = 0.00073 m/s
For Re = 1000, V = 0.0073 m/s
For Re = 10000, V = 0.073 m/s
For Re = 100000, V = 0.73 m/s
3. PROCEDURE
Part 1
Part 2
4. NUMERICAL ANALYSIS (Software used – ANSYS 2020 R2)
The 2D geometry of cylinder (D = 2m) with flow domain is created in SpaceClaim as per the figure given below. In order to study the external flow behavior, the domain width of 10D is created. Also a space of 10D before the cylinder and more importantly 20D after the cylinder is created to capture the flow.
2D Geometry with the flow domain – Flow over a Cylinder
Fig: 2D Cylinder Geometry with Domain
Mesh
Fig: Edge Sizing on the wall
Fig: Inflation Layers
Fig: Final Mesh for the complete domain
Boundaries
Solver Set-up
4. Energy equation was switched off for the analysis process as we are not interested in temperature of the system.
5. Laminar turbulence model was used for the analysis as the Reynolds number used for simulation is in the range of 10 to 100000.
6. The fluid material chosen for part -1 is user defined and for part-2 is air.
7. Monitor point are created at 8m from the centre of the cylinder to observe the velocity fluctuations.
8. Report definitions such as vertex average for velocity at the monitor points, Coefficient of Lift and Drag of are set up as we are interested in the physical quantity such as velocity fluctuation at the monitor point, coefficient of lift and drag.
9. Convergence Criteria are left unchecked as it might take some more time and we want to run the complete number of iterations or time step set for the simulation in order to witness the physics behind of the problem.
10. Solution methods – SIMPLE Scheme used for Pressure-Velocity coupling and the methods for Spatial Discretization are as per the below image.
11. Hybrid initialization is done and numbers of iterations are set for running the steady simulation and time step size and number of time step for transient simulation.
12. Velocity and pressure contours are set in order to monitor the fluctuations during run time and also animations are added.
Initial Setup and Boundary Condition
Part – 1
Zone |
Type |
Boundary Condition |
Additional conditions (if any) |
Inlet |
Velocity - Inlet |
Velocity – 1 m/s, |
Steady State, Transient State, Pressure Based, Absolute
Switched OFF Energy equation
Turbulence Model – Laminar |
Outlet |
Pressure - Outlet |
Gauge pressure of 0Pa |
|
Symmetry |
Symmetry |
Symmetry |
|
Walls |
Wall |
Stationary wall without slip |
Note - Coefficient of lift plot at wall is created in order to calculate the Strouhal number using Fast Fourier Transform.
Part – 2
Zone |
Type |
Boundary Condition |
Additional conditions (if any) |
|
Inlet |
Velocity - Inlet |
Reynolds Number |
Velocity, m/s |
Steady State,
Pressure Based,
Absolute
Switched OFF Energy equation
Turbulence Model – Laminar |
10 |
0.000073 |
|||
100 |
0.00073 |
|||
1000 |
0.0073 |
|||
10000 |
0.073 |
|||
100000 |
0.73 |
|||
Outlet |
Pressure - Outlet |
Gauge pressure of 0Pa |
||
Symmetry |
Symmetry |
Symmetry |
||
Walls |
Wall |
Stationary wall without slip |
Note - Coefficient of drag plot at wall is created in order to study the effect of Reynolds Number.
5. RESULTS
Part – 1 @ Re = 100
Fig: Steady state Fig: Transient state
Fig: Steady state Fig: Transient state
Fig: Steady state Fig: Transient state
Fig: Steady state Fig: Transient state
Fig: Steady state Fig: Transient state
Fig: Steady state Fig: Transient state
Conclusion
Part 1
Part – 2 - Steady State
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Fig: @ Re = 10 Fig: @ Re = 100
Fig: @ Re = 1000 Fig: @ Re = 10000
Fig: @ Re = 100000
Effect of Reynolds number on Coefficient of Drag and Lift
Sr. No. |
Reynolds Number |
Cd |
Cl |
1 |
10 |
3.3181835 |
0.000816789 |
2 |
100 |
1.3261365 |
0.106640060 |
3 |
1000 |
1.0530861 |
- 0.041658008 |
4 |
10000 |
1.0829977 |
- 0.236503880 |
5 |
100000 |
0.8352106 |
- 0.351732790 |
6. CONCLUSION (PART – 2)
7. REFERENCES
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