Department of Ferrous Metallurgy

Slides:



Advertisements
Similar presentations
Introduction to Computational Fluid Dynamics
Advertisements

Conservation Equations
Continuity Equation. Continuity Equation Continuity Equation Net outflow in x direction.
Convection.
Turbulent Models.  DNS – Direct Numerical Simulation ◦ Solve the equations exactly ◦ Possible with today’s supercomputers ◦ Upside – very accurate if.
2003 International Congress of Refrigeration, Washington, D.C., August 17-22, 2003 CFD Modeling of Heat and Moisture Transfer on a 2-D Model of a Beef.
Hans Burchard Leibniz Institute for Baltic Sea Research Warnemünde From the Navier-Stokes equations via the Reynolds decomposition.
1 LES of Turbulent Flows: Lecture 9 (ME EN ) Prof. Rob Stoll Department of Mechanical Engineering University of Utah Fall 2014.
LES of Turbulent Flows: Lecture 10 (ME EN )
Computer Aided Thermal Fluid Analysis Lecture 10
September, Numerical simulation of particle-laden channel flow Hans Kuerten Department of Mechanical Engineering Technische Universiteit.
Physical-Space Decimation and Constrained Large Eddy Simulation Shiyi Chen College of Engineering, Peking University Johns Hopkins University Collaborator:
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 9: FLOWS IN PIPE
Eddy Viscosity Model Jordanian-German Winter Academy February 5 th -11 th 2006 Participant Name : Eng. Tareq Salameh Mechanical Engineering Department.
1 B. Frohnapfel, Jordanian German Winter Academy 2006 Turbulence modeling II: Anisotropy Considerations Bettina Frohnapfel LSTM - Chair of Fluid Dynamics.
Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa
CHE/ME 109 Heat Transfer in Electronics
Atmospheric turbulence Richard Perkins Laboratoire de Mécanique des Fluides et d’Acoustique Université de Lyon CNRS – EC Lyon – INSA Lyon – UCBL 36, avenue.
DETAILED TURBULENCE CALCULATIONS FOR OPEN CHANNEL FLOW
LES of Turbulent Flows: Lecture 3 (ME EN )
Transport Equations for Turbulent Quantities
Tamed Effect of Normal Stress in VFF… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Negligible Bulk Viscosity Model for Momentum.
Lecture of : the Reynolds equations of turbulent motions JORDANIAN GERMAN WINTER ACCADMEY Prepared by: Eng. Mohammad Hamasha Jordan University of Science.
FUNDAMENTAL EQUATIONS, CONCEPTS AND IMPLEMENTATION
Momentum Heat Mass Transfer
CFD Modeling of Turbulent Flows
How to use CFD (RANS or LES) models for urban parameterizations – and the problem of averages Alberto Martilli CIEMAT Madrid, Spain Martilli, Exeter, 3-4.
Lecture Objectives: -Define turbulence –Solve turbulent flow example –Define average and instantaneous velocities -Define Reynolds Averaged Navier Stokes.
0 Local and nonlocal conditional strain rates along gradient trajectories from various scalar fields in turbulence Lipo Wang Institut für Technische Verbrennung.
1 LES of Turbulent Flows: Lecture 11 (ME EN ) Prof. Rob Stoll Department of Mechanical Engineering University of Utah Fall 2014.
Chapter 9 Turbulence Introduction to CFX.
Governing equations: Navier-Stokes equations, Two-dimensional shallow-water equations, Saint-Venant equations, compressible water hammer flow equations.
Reynolds-Averaged Navier-Stokes Equations -- RANS
Mathematical Equations of CFD
Lecture 8 - Turbulence Applied Computational Fluid Dynamics
1 LES of Turbulent Flows: Lecture 6 (ME EN ) Prof. Rob Stoll Department of Mechanical Engineering University of Utah Spring 2011.
Daniela Tordella, POLITECNICO DI TORINO. DNS and LES In the past years, DNS and LES become viable tools to treat transitioning and turbulent flows.
AMS 599 Special Topics in Applied Mathematics Lecture 8 James Glimm Department of Applied Mathematics and Statistics, Stony Brook University Brookhaven.
Mass Transfer Coefficient
Order of Magnitude Scaling of Complex Engineering Problems Patricio F. Mendez Thomas W. Eagar May 14 th, 1999.
Dynamic subgrid-scale modeling in large- eddy simulation of turbulent flows with a stabilized finite element method Andrés E. Tejada-Martínez Thesis advisor:
Physics of turbulence at small scales Turbulence is a property of the flow not the fluid. 1. Can only be described statistically. 2. Dissipates energy.
© Fluent Inc. 12/18/2015 D1 Fluent Software Training TRN Modeling Turbulent Flows.
The Stability of Laminar Flows - 2
Convection in Flat Plate Boundary Layers P M V Subbarao Associate Professor Mechanical Engineering Department IIT Delhi A Universal Similarity Law ……
Quantification of the Infection & its Effect on Mean Fow.... P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Modeling of Turbulent.
Compressible Frictional Flow Past Wings P M V Subbarao Professor Mechanical Engineering Department I I T Delhi A Small and Significant Region of Curse.
INTRODUCTION TO CONVECTION
Conference on PDE Methods in Applied Mathematics and Image Processing, Sunny Beach, Bulgaria, 2004 NUMERICAL APPROACH IN SOLVING THE PDE FOR PARTICULAR.
Turbulence Modeling In FLOTRAN Chapter 5 Training Manual May 15, 2001 Inventory # Questions about Turbulence What is turbulence and what are.
Reynolds Stress Constrained Multiscale Large Eddy Simulation for Wall-Bounded Turbulence Shiyi Chen Yipeng Shi, Zuoli Xiao, Suyang Pei, Jianchun Wang,

Turbulence Models Validation in a Ventilated Room by a Wall Jet Guangyu Cao Laboratory of Heating, Ventilating and Air-Conditioning,
Lecture Objectives: Define 1) Reynolds stresses and
Laminar flow Also known as streamline flow Occurs when the fluid flows in parallel layers, with no disruption between the layers The opposite of turbulent.
1 LES of Turbulent Flows: Lecture 7 (ME EN ) Prof. Rob Stoll Department of Mechanical Engineering University of Utah Spring 2011.
Direct numerical simulation has to solve all the turbulence scales from the large eddies down to the smallest Kolmogorov scales. They are based on a three-dimensional.
Avaraging Procedure. For an arbitrary quantity  the decomposition into a mean and fluctuating part can be written as.
Turbulent Fluid Flow daVinci [1510].
1 LES of Turbulent Flows: Lecture 13 (ME EN ) Prof. Rob Stoll Department of Mechanical Engineering University of Utah Spring 2011.
Chapter 1: Basic Concepts
The Standard, RNG, and Realizable k- Models. The major differences in the models are as follows: the method of calculating turbulent viscosity the turbulent.
Objective Introduce Reynolds Navier Stokes Equations (RANS)
Introduction to the Turbulence Models
Chapter 4 Fluid Mechanics Frank White
Coastal Ocean Dynamics Baltic Sea Research Warnemünde
K-ε model, ASM model.
Introduction to Symmetry Analysis
FLUID DYNAMICS Made By: Prajapati Dharmesh Jyantibhai ( )
Objective Review Reynolds Navier Stokes Equations (RANS)
Presentation transcript:

Department of Ferrous Metallurgy Turbulent flow models Katarzyna Miłkowska - Piszczek Faculty of Metal Engineering and Industrial Computer Science Department of Ferrous Metallurgy Kraków 8.12.2010

Content Preface CFD Turbulence models DNS LES K/ε

Turbulent flow In fluid dynamics , turbulence or turbulent flow is a fluid regime characterized by chaotic, stochastic property changes. This includes low momentum diffusion ,high momentum convection and rapid variation of pressure and velocity in space and time.

Turbulent flow The fundamental mathematical model are the non-isothermal Navier-Stokes equations, governing the time-evolution of velocity, pressure and temperature. The phenomenon of turbulence reveals that their solutions can become very complex if a critical parameter e.g., the Reynolds number or the Rayleigh number, becomes large

Preface A proper numerical resolution of the random motion of all scales of ~u, ~p, and ~ T (called Direct Numerical Simulation) is feasible only for a very limited number of flows. Thus the major task in turbulence modeling is to reduce the complexity of the Navier-Stokes equations in a manner which is appropriate to the needs of science and engineering. The goal is to develop models that are computationally simpler than the Navier-Stokes equations but "whose predictions are close to those of the Navier-Stokes equations".

Preface The first approach is a statistical approach which is based on a statistical averaging procedure for the Navier-Stokes equations. The objective is to obtain a set of equations for the statistical mean values for ~u, ~p, and ~ T, which requires an empirical modelling of the terms involving statistical fluctuations. The second approach is called large-eddy simulation (LES). The idea of LES is to apply a spatial averaging filter to the Navier-Stokes equations in order to extract the large-scale structures of ~u, ~p, and ~ T, and to attenuate their small-scale structures. Then only the random motion of the large scales is resolved and the effects of the small scales on the large scales are modelled.

Preface Then the turbulent state of motion is simply the phenomenological aspect of this complexity. The complexity of the solution has two aspects, viz., its randomness its vast and continuous range of scales the turbulence problem is how to describe and how to reduce this complexity in a manner which is appropriate to the needs of science and engineering.

Preface compute the random motion of all scales, which is referred to as direct numerical simulation (abbreviated DNS) compute the random motion of the large scale motion (and model the small scale motion), which is referred to as large-eddy simulation (abbreviated LES) predict mean flow field, pressure and temperature (in a statistical sense), referred toas statistical turbulence modelling or Reynolds averaged CFD (called RANS)

Classes of turbulence models RANS-based models Linear eddy-viscosity models Algebraic models One and two equation models Non-linear eddy viscosity models and algebraic stress models Reynolds stress transport models Large eddy simulations Detached eddy simulations and other hybrid models Direct numerical simulations

CFD Computational fluid dynamics (CFD) is a branch of fluid mechanics that uses numerical method and algorithms to solve and analyze problems that involve fluid flows. Computers are used to perform the calculations required to simulate the interaction of liquids and gases with surfaces defined by boundary conditions. With high-speed supercomputers, better solutions can be achieved. Ongoing research, however, yield software that improves the accuracy and speed of complex simulation scenarios such as transonic or turbulent flows.

The Kolmogorov scale A direct numerical simulation (DNS) is a simulation in computational fluid dynamics in which the Navier-Stokes equations are numerically solved without any turbulence model. This means that the whole range of spatial and temporal scales of the turbulence must be resolved. All the spatial scales of the turbulence must be resolved in the computational mesh, from the smallest dissipative scales ( Kolomogorov scales) , up to the integral scale L, associated with the motions containing most of the kinetic energy. The Kolmogorov scale is given by: where ν is the kinematic viscosity , ε is the rate of kinetic energy dissipation.

Dissipation of turbulent kinetic energy By a production mechanism P the large eddies are generated. These are unstable and break up into successively smaller and smaller eddies, i.e. their energy is transferred to smaller and smaller scales by inviscid processes. At the smallest scales the energy is dissipated into heat by molecular viscosity. This process is called dissipation of turbulent kinetic energy or simply dissipation.

The Kolmogorov thesis Kolomogorov postulated that for very high Re the small scale turbulent motions are statistically isotropic (i.e. no preferential spatial direction could be discerned). In general, the large scales of a flow are not isotropic, since they are determined by the particular geometrical features of the boundaries (the size characterizing the large scales will be denoted as L).

The Kolmogorov thesis A turbulent flow is characterized by a hierarchy of scales through which the energy cascade takes place. Dissipation of kinetic energy takes place at scales of the order of Kolmogorov length η, while the input of energy into the cascade comes from the decay of the large scales, of order L. These two scales at the extremes of the cascade can differ by several orders of magnitude at high Reynolds numbers. In between there is a range of scales (each one with its own characteristic length r) that has formed at the expense of the energy of the large ones.

The Kolmogorov thesis Since eddies in this range are much larger than the dissipative eddies that exist at Kolmogorov scales, kinetic energy is essentially not dissipated in this range, and it is merely transferred to smaller scales until viscous effects become important as the order of the Kolmogorov scale is approached. Within this range inertial effects are still much larger than viscous effects, and it is possible to assume that viscosity does not play a role in their internal dynamics (for this reason this range is called "inertial range").

The Kolmogorov thesis At very high Reynolds number the statistics of scales in the range η≤ r ≤ L are universally and uniquely determined by the scale r and the rate of energy dissipation .

DNS The integral scale depends usually on the spatial scale of the boundary conditions. To satisfy these resolution requirements, the number N of points along a given mesh direction with increments h, must be : N h > L so that the integral scale is contained within the computational domain, and also h ≤ η so that the Kolmogorov scale can be resolved. Since ε ≈ u' ³ / L where u' is the root mean square (RMS) of the velocity

DNS The previous relations imply that a three-dimensional DNS requires a number of mesh points satisfying N³ where Re is the turbulent Reynolds number the memory storage requirement in a DNS grows very fast with the Reynolds number. In addition, given the very large memory necessary, the integration of the solution in time must be done by an explicit method.

DNS C is here the Courant number : Combining these relations, and the fact that h must be of the order of , the number of time-integration steps must be proportional to L / C η . By other hand, from the definitions for Re, η and L given above, it follows that and consequently, the number of time steps grows also as a power law of the Reynolds number

DNS One can estimate that the number of floating-point operations required to complete the simulation is proportional to the number of mesh points and the number of time steps, and in conclusion, the number of operations grows as Re³ . Therefore, the computational cost of DNS is very high, even at low Re. For the Reynolds numbers encountered in most industrial applications, the computational resources required by a DNS would exceed the capacity of the most powerful computer currently available.

DNS Also, direct numerical simulations are useful in the development of turbulence models for practical applications, such as sub-grid scale models for LES and models for methods that solve the Reynolds- averaged Navier-Stokes equations (RANS). This is done by means of "a priori" tests, in which the input data for the model is taken from a DNS simulation, or by "a posteriori" tests, in which the results produced by the model are compared with those obtained by DNS.

Property of turbulent flow A major property of turbulent flows is that they appear to be chaotic or random. Randomness is a consequence of the interaction of the singular perturbation parameter Re resp. Ra and the non-linearity of the Navier-Stokes equations In a fluid flow experiment, there are unavoidably inaccuracies and perturbations in initial conditions, boundary conditions (e.g., differential heating, surface roughness) and material properties, i.e. viscosity and thermal diffusivity (due to impurities of the fluid).

The scales of turbulent flow A second characteristic feature of a turbulent flow is its large variety of scales. Understanding of the different scales of motion in turbulent flows and the processes among them, being a motivation for the approach of large-eddy simulation (LED). Turbulent flow can be thought of as a superposition of locally coherent structures, called eddies, of different sizes. Today, the term 'eddy' is used more ambiguously; it is used to characterise the scales of structures in the flow field: Large eddies refer to large structures, small eddies refer to small structures in the flow field

LES Large eddy simulation is a mathematical model for turbulence used in computational fluid dynamic. LES grew rapidly and is currently applied in a wide variety of engineering applications, including combustion, acoustics, and simulations of the atmospheric boundary layer.

Type of LES models Smagorinsky-Lilly model Dynamic subgrid-scale model RNG-LES model Wall-adapting local eddy-viscosity (WALE) model Kinetic energy subgrid-scale model Near-wall treatment for LES models

K/ε model The k/ε model is the most widespread turbulence model, but it suffers from several well-known deficiencies. A successful improvement of the standard k/ ε model is the so called k- ε -υ² model. This model requires resolving the near-wall region, which is infeasible for three-dimensional problems of practical relevance.

K/ε model The model solves the turbulent closure problem by adding two transport equations to the Reynolds-averaged Navier- Stokes equations: one for the turbulent kinetic energy k [m² / s²] one for the rate of turbulent dissipation ε [m² / s³] A turbulent velocity scale is then given by: υ = √ k [ m /s] and a turbulent time scale as Г = k/ ε [s]

K/ε model For the case of an incompressible flow, the transport equations are given by where the production term P is

K/ε model The turbulent kinematic viscosity is then modeled as : The standard constans values of the model :

K/ε model The coeffcients are determined by demanding that this turbulence model should satisfy experimental data for certain simple standard flow cases. coeffcient is obtained by considering the log-law region of a turbulent boundary layer. The is usually fixed from calibrations with homogeneous shear flows, and is usually determined from the decay rate of homogeneous, isotropic turbulence. , are optimized by applying the model to various fundamental flows such as flow in channel, pipes, jets, wakes.

K/ε model Because the standard K/ε model is derived under the assumption of a high (local) turbulent Reynolds number, regions of low turbulent Reynolds number, such as close to the wall, are poorly modeled. In those regions the destruction-of-dissipation term is singular at the wall since ε is finite and the turbulent kinetic energy k is zero.

K/ε model Two-equation turbulence models widely used in industrial CFD applications although their shortcomings are well known. The model coefficients in turbulence modeling are usually kept constant in turbulent flows with different geometry and at different Reynolds numbers. The use of these asymptotic constraints on the model constants provides a formally-consistent model. The k-ε model constants have assumed different values depending on the applications.

RANS based turbulence models Linear eddy viscosity models Two equation models k-epsilon models Standard k-epsilon model Realisable k-epsilon model RNG k-epsilon model Near-wall treatment k-omega models Wilcox's k-omega model Wilcox's modified k-omega model SST k-omega model

Reference list R.W .Lewis. , K. Ravindran and A.S. Usmani, „Finite Element Solution of Incompressible Flows Using an Explicit Segregated Approach”, Archives of Computational Methods in Engineering, Vol. 2, 4, 69–93 (1995). A.T. Patera, „ A spectral element method for fluid dynamics: Laminar flow in a channel expansion”, Journal of Computationing Physics 54, 468-488 (1984). R.Peyret, T.D. Taylor, „Computational Methods for Fluid Flow”, Springer-Verlag New York Inc., 1983, USA. O.C. Zienkiewicz, „The finite element method” Fourth Edition Volume 1 Basic Formulation and Linear Problems, McGraw-Hill International (UK), 1989, Londyn. O.C. Zienkiewicz, „The finite element method” Fourth Edition Volume 2 Solid and Fluid Mechanics Dynamics and Non-linearity, McGraw-Hill International (UK), 1991, Londyn.

THANK YOU FOR YOUR ATTENCION !!!