The document summarizes Reynolds-averaged Navier-Stokes (RANS) equations, which are used to model turbulent fluid flow. RANS equations split velocity variables into mean and fluctuating components. They incorporate the effect of turbulence on mean flow without resolving individual turbulent eddies. Key points discussed include:
- Deriving RANS equations by applying time averaging to the Navier-Stokes equations
- RANS equations for conservation of mass, momentum, and other quantities
- Reynolds stresses model the effect of turbulent fluctuations on mean flow
- Additional terms arise in transport equations for other variables like energy due to turbulent transport
The lecture was delivered by me for IIChE students chapter on the theme of Student-Industry Interaction at Bharati Vidyapeeth on 8th Feb'14. Foe my blogs kindly refer: https://www.learncax.com/knowledge-base/blog/by-author/ganesh-visavale
The derivation of the equation of motion for various fluids is similar to the d derivation of Eular’s equation. However ,the tangential stresses arise during the motion of a real viscous fluid, must be considered
The lecture was delivered by me for IIChE students chapter on the theme of Student-Industry Interaction at Bharati Vidyapeeth on 8th Feb'14. Foe my blogs kindly refer: https://www.learncax.com/knowledge-base/blog/by-author/ganesh-visavale
The derivation of the equation of motion for various fluids is similar to the d derivation of Eular’s equation. However ,the tangential stresses arise during the motion of a real viscous fluid, must be considered
This presentation gives an introduction to mechanical vibration or Theory of Vibration for BE courses. Presentation is prepared as per the syllabus of VTU.For any suggestions and criticisms please mail to: hareeshang@gmail.com or visit:ww.hareeshang.wikifoundry.com.
Thanks for watching this presentation.
Hareesha N G
The Powerpoint presentation discusses about the Introduction to CFD and its Applications in various fields as an Introductory topic for Mechanical Engg. Students in General.
This presentation gives an introduction to mechanical vibration or Theory of Vibration for BE courses. Presentation is prepared as per the syllabus of VTU.For any suggestions and criticisms please mail to: hareeshang@gmail.com or visit:ww.hareeshang.wikifoundry.com.
Thanks for watching this presentation.
Hareesha N G
The Powerpoint presentation discusses about the Introduction to CFD and its Applications in various fields as an Introductory topic for Mechanical Engg. Students in General.
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This articles aims to explain how one can relatively easily calculate the pressure drop within a condenser or an evaporator, where two-phase flow occurs and the Navier-Stokes equation becomes very tedious.
Avionics 738 Adaptive Filtering at Air University PAC Campus by Dr. Bilal A. Siddiqui in Spring 2018. This lecture covers background material for the course.
This is an Introductory material for those who want to understand the basic difference between linear and nonlinear analysis in the context of civil and structural engineering.
Part 1 Recap and Minimum potential Energy(1).pdfSajawalNawaz5
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Part 2 RANS.pdf
1. Dr Patrick Geoghegan
Book: H. Versteeg and W. Malalasekera An Introduction to
Computational Fluid Dynamics: The Finite Volume Method
FEA/CFD for
Biomedical
Engineering
Week 11: CFD
3. • Reynolds-averaged Navier-Stokes Equations (RANS)
– Mean flow is resolved, the effect of turbulence on the mean flow
incorporated without resolving the turbulence
Alternatives for modelling turbulence? RANS!
u′
u
time, t
velocity,
u
Velocity fluctuation
Mean Velocity
• Solve for mean flow
• Effect of turbulence on
mean flow taken into
account
4. • Derivation of Reynolds-averaged Navier-Stokes Equations (RANS)
– Split the velocity into mean and fluctuating components, plug into Navier-
Stokes Equations and then apply time averaging to the resultant
equations
Alternatives for modelling turbulence? RANS!
u
u
t
u ′
+
=
)
(
u′
u
time, t
velocity,
u
𝑢𝑢𝑢 2 =
1
∆𝑡𝑡
�
0
∆𝑡𝑡
𝑢𝑢𝑢 2
𝑑𝑑𝑑𝑑
5. • Conservation of Mass (Continuity Equation)
• Conservation of Momentum
• Conservation of internal energy
• State Equations
Original Navier – Stokes equations
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝛻𝛻 � 𝜌𝜌𝐮𝐮 = 0
𝜕𝜕 𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 + 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 + 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 + 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = −𝑝𝑝𝑝𝑝𝑝𝑝𝑝𝑝𝐮𝐮 + 𝑑𝑑𝑑𝑑𝑑𝑑 𝑘𝑘𝑘𝑘𝑘𝑘𝑘𝑘𝑘𝑘𝑘𝑘 + 𝑆𝑆𝐸𝐸
𝑝𝑝 = 𝑝𝑝 𝜌𝜌, 𝑇𝑇 𝑖𝑖 = 𝑖𝑖 𝜌𝜌, 𝑇𝑇
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝐮𝐮 = 0
or
We won derive this here
6. • Conservation of Mass
• Reynolds Equations
Reynolds-averaged Navier-Stokes Equations (RANS)
𝜕𝜕 𝜌𝜌�
𝑢𝑢
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌�
𝑢𝑢𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔�
𝑢𝑢 + −
𝜕𝜕𝜌𝜌𝑢𝑢′𝑢𝑢𝑢
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑢𝑢′𝑣𝑣𝑣
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑢𝑢′𝑤𝑤𝑤
𝜕𝜕𝜕𝜕
+ 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕 𝜌𝜌 ̅
𝑣𝑣
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌 ̅
𝑣𝑣𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 ̅
𝑣𝑣 + −
𝜕𝜕𝜌𝜌𝑢𝑢′𝑣𝑣𝑣
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑣𝑣′𝑣𝑣𝑣
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝜌𝜌𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕 𝜌𝜌�
𝑤𝑤
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌�
𝑤𝑤𝐮𝐮 = −
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 + −
𝜕𝜕𝜌𝜌𝑢𝑢′𝑤𝑤𝑤
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑣𝑣′𝑤𝑤𝑤
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑤𝑤′𝑤𝑤𝑤
𝜕𝜕𝜕𝜕
+ 𝑆𝑆𝑀𝑀𝑀𝑀
𝜕𝜕𝜕𝜕
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝐮𝐮 = 0
Viscous Stresses Convective transfer of momentum due
to turbulence
Reynolds Stresses = Normal Stresses + Shear Stresses
In turbulent flow, Reynolds stresses dominate viscous stresses except very close to walls where turbulent
fluctuations go to zero
7. • Original Scalar Transport Equation for an arbitrary scalar Φ (energy,
mass fraction, etc)
• RANS Scalar Transport Equation for an arbitrary scalar Φ (energy,
mass fraction, etc)
Reynolds-averaged Navier-Stokes Equations (RANS)
𝜕𝜕 𝜌𝜌𝛷𝛷
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = 𝑑𝑑𝑑𝑑𝑑𝑑 𝛤𝛤
𝛷𝛷𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔Φ + −
𝜕𝜕𝜌𝜌𝑢𝑢′Φ
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑣𝑣′Φ
𝜕𝜕𝜕𝜕
−
𝜕𝜕𝜌𝜌𝑤𝑤′Φ
𝜕𝜕𝜕𝜕
+ 𝑆𝑆Φ
Convective transfer of Φ due to
turbulent eddies
𝜕𝜕 𝜌𝜌𝛷𝛷
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = 𝑑𝑑𝑑𝑑𝑑𝑑 𝛤𝛤
𝛷𝛷𝜇𝜇𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔Φ + 𝑆𝑆Φ
Rate of
accum. of
Φ in fluid
element
Net rate of
flow of Φ
into fluid
element
(Convection)
Rate of change
of Φ due to
diffusion
Rate of change
of Φ due to
sources
+ +
=
9. • Solve equations for mean properties of flow (u, v, w, F)
• By applying time averaging, we lose details of the turbulent fluctuations
• But for engineering purposes, we usually only interested in mean
properties of the flow anyway
• With the Navier-Stokes Equations, we had 5 equations (4 transport
equations and one state-equation) and 5 unknowns (u, v, w, ρ, p)
• With the Reynolds-averaged Navier-Stokes Equations are now 6 extra
unknowns (the Reynolds stresses)
• Turbulence modelling is about developing equations to model the
Reynolds stresses
Reynolds-averaged Navier-Stokes Equations (RANS)
10. • Turbulent kinetic energy is a measure of the energy in the fluctuations
of the flow, not the mean flow
• Procedure for deriving the transport equation for turbulent kinetic
energy
1) Multiply the momentum equations of the Navier-Stokes equations by the
appropriate fluctuating velocity component (x-component momentum
equation multiplied by u’ etc)
2) Add the three resultant equations to form one equation
3) Repeat 1) and 2) for the Reynolds-averaged Navier-Stokes equations
4) Subtract the two resultant equations
Turbulent Kinetic Energy Equation, k
𝑘𝑘 =
1
2
𝑢𝑢𝑢 2 + 𝑣𝑣𝑣 2 + 𝑤𝑤𝑤 2
11. Turbulent Kinetic Energy Equation, k
𝑘𝑘 =
3
2
𝑢𝑢𝑢𝑟𝑟𝑟𝑟𝑟𝑟
2
Units =
𝑚𝑚2
𝑠𝑠2
𝑘𝑘 =
1
2
𝑢𝑢𝑢 2 + 𝑣𝑣𝑣 2 + 𝑤𝑤𝑤 2 Or
𝐼𝐼 =
𝑢𝑢𝑢𝑟𝑟𝑟𝑟𝑟𝑟
𝑢𝑢
× 100%
Remember
It is often assumed the fluctuations are the same in all directions so often
𝑘𝑘 =
1
2
𝑢𝑢𝑢𝑟𝑟𝑟𝑟𝑟𝑟
2
+ 𝑣𝑣𝑣𝑟𝑟𝑟𝑟𝑟𝑟
2
+ 𝑤𝑤𝑤𝑟𝑟𝑟𝑟𝑟𝑟
2
This can all be used to calculate the turbulence kinetic energy
12. Turbulent Kinetic Energy Equation, k
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = 𝑑𝑑𝑑𝑑𝑑𝑑 −𝑝𝑝′𝒖𝒖′ + 2𝜇𝜇𝒖𝒖′𝑠𝑠𝑖𝑖𝑖𝑖′ − 𝜌𝜌
1
2
𝑢𝑢𝑖𝑖
′
. 𝑢𝑢𝑖𝑖 ′𝑢𝑢𝑗𝑗′ − 2𝜇𝜇𝑠𝑠𝑖𝑖𝑖𝑖
′𝑠𝑠𝑖𝑖𝑖𝑖′ + 𝜌𝜌𝑢𝑢𝑖𝑖′𝑢𝑢𝑖𝑖′. 𝑆𝑆𝑖𝑖𝑖𝑖
Rate of
Change of
turbulent
kinetic
energy (k)
Rate of
Change of k
by
convection
Transport
of k by
pressure
Transport
of k by
viscous
stresses
Transport
of k by
Reynolds
Stresses
Rate of
dissipation
of k
Rate of
production
of k
13. • Rate of dissipation of k or viscous dissipation
• Work done by smallest eddies against viscous
stresses
• Always negative, destroys turbulent kinetic energy
• Divide by density to get dissipation rate (ε) (m2/s3)
Turbulent Kinetic Energy Equation, k
Rate of
dissipation
of k
𝜀𝜀 = 2𝜈𝜈𝑠𝑠𝑖𝑖𝑖𝑖
′𝑠𝑠𝑖𝑖𝑖𝑖′
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = 𝑑𝑑𝑑𝑑𝑑𝑑 −𝑝𝑝′𝒖𝒖′ + 2𝜇𝜇𝒖𝒖′𝑠𝑠𝑖𝑖𝑖𝑖′ − 𝜌𝜌
1
2
𝑢𝑢𝑖𝑖
′
. 𝑢𝑢𝑖𝑖 ′𝑢𝑢𝑗𝑗′ − 2𝜇𝜇𝑠𝑠𝑖𝑖𝑖𝑖
′𝑠𝑠𝑖𝑖𝑖𝑖′ + 𝜌𝜌𝑢𝑢𝑖𝑖′𝑢𝑢𝑖𝑖′. 𝑆𝑆𝑖𝑖𝑖𝑖
14. • Rate of production of k
• Represents conversion of kinetic energy from the
mean flow into turbulent kinetic energy (that is
production of turbulent kinetic energy)
• Always positive
Turbulent Kinetic Energy Equation, k
Rate of
production
of k
𝜕𝜕 𝜌𝜌𝜌𝜌
𝜕𝜕𝜕𝜕
+ 𝑑𝑑𝑑𝑑𝑑𝑑 𝜌𝜌𝜌𝜌𝐮𝐮 = 𝑑𝑑𝑑𝑑𝑑𝑑 −𝑝𝑝′𝒖𝒖′ + 2𝜇𝜇𝒖𝒖′𝑠𝑠𝑖𝑖𝑖𝑖′ − 𝜌𝜌
1
2
𝑢𝑢𝑖𝑖
′
. 𝑢𝑢𝑖𝑖 ′𝑢𝑢𝑗𝑗′ − 2𝜇𝜇𝑠𝑠𝑖𝑖𝑖𝑖
′𝑠𝑠𝑖𝑖𝑖𝑖′ + 𝜌𝜌𝑢𝑢𝑖𝑖′𝑢𝑢𝑖𝑖′. 𝑆𝑆𝑖𝑖𝑖𝑖
15. • Terms in the equation mathematically
represent phenomena observed to occur
in nature energy cascade
(1)Largest eddies extract energy from the
mean flow by a mechanism of vortex
stretching
(2)This energy is passed down to smaller
eddies existing within the larger eddies,
also by a mechanism of vortex
stretching, and so onwards to smaller
and smaller eddies
(3)At the smallest eddy-scales, energy is
finally dissipated as heat by friction
Turbulent Kinetic Energy Equation, k