Download presentation
1
Turbulent Fluid Flow daVinci [1510]
2
Examples Turbulent votices separating from a cylinder wake "False color image of the far field of a submerged turbulent jet" by C. Fukushima and J. Westerweel, Technical University of Delft, The Netherlands - Own work. Licensed under CC BY 3.0 via Wikimedia Commons - Pyroclastic flow in Indonesia Vortices visualized with laser fluoresence Vortices in a rising jet Mixing layer
3
Reynold’s Number
4
Karmen Vortices
5
Laminar – Turbulent Flow Regimes
Free stream plume Blue dye injected into a clear pipe at different flow regimes Boundary layer obstruction Laminar – Turbulent transition with distance An album of fluid motion, Milton Van Dyke
6
Flow velocity in a tidal channel
Velocity in all directions = mean + variation Milne et al. [2013]
7
Velocity variations over 60s at a point in a channel
Milne et al. [2013]
8
Some characteristics Flows become unstable at high Re
Laminar flow becomes perturbed Perturbation damped (low Re) Perturbation grows (high Re) Vortices/eddies form, wide range of scales Rapid mixing, momentum, mass, heat Large vortices break up into smaller vortices Energy dissipation Largesmall vortex molecular motion heat
9
How to characterize turbulent flows
Empirical Laws Manning (channels) Darcy-Weisbach (conduits) Izbash (porous) Forchheimer (porous) dh/dx q
10
Darcy-Weisbach Eqn. Pressure drop in pipes
is fluid density, v is average velocity, d is pipe diameter, and f is the friction factor. Low Re
12
Analysis Methods
13
DNS Simulation LES Simulation
14
RANS Reynolds Average Navier Stokes
15
Strain Change in length/original length Change in angle
16
Momentum Eqn. Constitutive law for fluid Einstein Notation
Navier-Stokes for Incompressible Fluid
17
Reynolds’ averaging, Mass
Mean + fluctuation Substitute Take average Averaging rules Result
18
Reynolds’ averaging, Momentum
Starting eq. Substitute Focus on one term Other terms Result Note the fluctuating terms
19
Closure Problem 6 unknowns
20
Turbulent Viscosity Boussinesq (1892)
Turbulence dissipates energy in a way that is analogous to viscous dissipation In Turbulent flow
21
Classical models based on RANS
Zero equation model: mixing length model. One equation model: Spalart-Almaras. 3. Two equation models: k- ε style models (standard, RNG, realizable), k- ω model 4. Seven equation model: Reynolds stress model.
22
k-e Method k: Turbulent kinetic energy e: Turbulence dissipation rate
Cm: constant Need equations for k, e Assume k, e are conserved, use standard approach A= vc =vkr
23
k-e Method
24
Implementation
25
Boundary Conditions Inlet, Outlet, Wall, Open, other
No slip, wall = default Specify inlet and outlet Need to specify pressure somewhere Dirichlet (specified pressure) Neumann (specify velocity) n unit vector normal to boundary u flux vector C1 known function
26
Options for boundary conditions
Velocity (uniform) =0.001m/s Laminar Inflow = m/s 1m entrance length Pressure = 1 No viscous stress Pressure=0 No viscous stress Need to calculate Pressure in top two cases, calculate velocity in bottom case
27
Wall Conditions Need b.c. for k and e
Represent steep gradients at wall in turbulence
Similar presentations
© 2024 SlidePlayer.com Inc.
All rights reserved.