Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS.

Slides:



Advertisements
Similar presentations
Navier-Stokes.
Advertisements

Continuity Equation. Continuity Equation Continuity Equation Net outflow in x direction.
Conservation of Linear Momentum.
Equations of Continuity
1 MECH 221 FLUID MECHANICS (Fall 06/07) Tutorial 7.
Chapter 2 Reynolds Transport Theorem (RTT) 2.1 The Reynolds Transport Theorem 2.2 Continuity Equation 2.3 The Linear Momentum Equation 2.4 Conservation.
An Introduction to Stress and Strain
1 MAE 5130: VISCOUS FLOWS Momentum Equation: The Navier-Stokes Equations, Part 1 September 7, 2010 Mechanical and Aerospace Engineering Department Florida.
Method to Use Conservations Laws in Fluid Flows…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Mathematics of Reynolds Transport.
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.
Numerical Hydraulics Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa Lecture 1: The equations.
Fluid mechanics 3.1 – key points
Simulation and Animation
Instructor: André Bakker
ME 231 Thermofluid Mechanics I Navier-Stokes Equations.
Conservation Laws for Continua
Chapter 9: Differential Analysis of Fluid Flow
CEE 262A H YDRODYNAMICS Lecture 5 Conservation Laws Part I 1.
© Fox, McDonald & Pritchard Introduction to Fluid Mechanics Chapter 5 Introduction to Differential Analysis of Fluid Motion.
Introduction to Fluid Mechanics
Introduction to Fluid Mechanics
PTT 204/3 APPLIED FLUID MECHANICS SEM 2 (2012/2013)
Louisiana Tech University Ruston, LA Momentum Balance Steven A. Jones BIEN 501/CMEN 513 Monday, March 19, 2007.
Chapter 9: Differential Analysis of Fluid Flow
CHAPTER (III) KINEMATICS OF FLUID FLOW 3.1: Types of Fluid Flow : Real - or - Ideal fluid : Laminar - or - Turbulent Flows : Steady -
KINEMATICS Kinematics describes fluid flow without analyzing the forces responsibly for flow generation. Thereby it doesn’t matter what kind of liquid.
Governing equations: Navier-Stokes equations, Two-dimensional shallow-water equations, Saint-Venant equations, compressible water hammer flow equations.

1 MAE 5130: VISCOUS FLOWS Conservation of Mass September 2, 2010 Mechanical and Aerospace Engineering Department Florida Institute of Technology D. R.
1 MAE 5130: VISCOUS FLOWS Momentum Equation: The Navier-Stokes Equations, Part 2 September 9, 2010 Mechanical and Aerospace Engineering Department Florida.
Fluid Flows due to Pure Mechanical Forces… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Construction of Navier-Stokes Equations.
Reynolds Transport Theorem We need to relate time derivative of a property of a system to rate of change of that property within a certain region (C.V.)
Distributed Flow Routing Surface Water Hydrology, Spring 2005 Reading: 9.1, 9.2, 10.1, 10.2 Venkatesh Merwade, Center for Research in Water Resources.
CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Mass uu dx dy vv (x,y)
1 MECH 221 FLUID MECHANICS (Fall 06/07) Tutorial 5.
Vectors n v What is the projection of the vector (1, 3, 2) onto the plane described by ? Louisiana Tech University Ruston, LA
Dr. Jason Roney Mechanical and Aerospace Engineering
1 Chapter 6 Flow Analysis Using Differential Methods ( Differential Analysis of Fluid Flow)
Louisiana Tech University Ruston, LA Boundary Layer Theory Steven A. Jones BIEN 501 Friday, April
CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D conservation of momentum (contd.) Or, in cartesian tensor notation, Where repeated.
Discretization Methods Chapter 2. Training Manual May 15, 2001 Inventory # Discretization Methods Topics Equations and The Goal Brief overview.
© Fox, Pritchard, & McDonald Introduction to Fluid Mechanics Chapter 5 Introduction to Differential Analysis of Fluid Motion.
Pharos University ME 253 Fluid Mechanics 2
Introduction to Fluid Mechanics
Introduction to Fluid Mechanics
1.What are fluid kinematics?  kinematic descriptions of motion describe position, velocity, and accelerations (NOT FORCE) [ physical interpretation: what.
Differential Analysis of Fluid Flow. Navier-Stokes equations Example: incompressible Navier-Stokes equations.
Louisiana Tech University Ruston, LA Flows With More Than One Dependent Variable - 2D Example Juan M. Lopez Steven A. Jones BIEN 501 Wednesday, April.
Chapter 10 Approximate Solutions of the Navier-Stokes Equation
Geology 5640/6640 Introduction to Seismology 28 Jan 2015 © A.R. Lowry 2015 Read for Fri 30 Jan: S&W (§ ) Last time: The Strain Tensor Stress.
Computer Animation Rick Parent Computer Animation Algorithms and Techniques Computational Fluid Dynamics.
Great Innovations are possible through General Understanding …. P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Thermodynamic View.
Chapter 6: Introduction to Convection
Chapter 4 Fluid Mechanics Frank White
Continuum Mechanics (MTH487)
MAE 5350: Gas Turbines Integral Forms of Mass and Momentum Equations
DIFFERENTIAL EQUATIONS FOR FLUID FLOW Vinay Chandwani (Mtech Struct.)
Part IV: Detailed Flow Structure Chap. 7: Microscopic Balances
Chapter 9: Differential Analysis of Fluid Flow
Today’s Lecture Objectives:
Introduction to Fluid Mechanics
Continuum Mechanics for Hillslopes: Part IV
AE/ME 339 Computational Fluid Dynamics (CFD) K. M. Isaac 11/15/2018
Topic 6 FluidFlowEquations_Introduction
AE/ME 339 Computational Fluid Dynamics (CFD) K. M. Isaac 12/3/2018
MAE 3241: AERODYNAMICS AND FLIGHT MECHANICS
Topic 6 NavierStokes Equations
Richard B. Rood (Room 2525, SRB) University of Michigan
Introduction to Fluid Mechanics
Presentation transcript:

Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS

Objectives 1. Understand HOW the differential equations of mass and momentum conservation are derived. 2. CALCULATE the stream function and pressure field, and plot streamlines for a known velocity field. 3. OBTAIN analytical solutions of the equations of motion for simple flows.

Introduction Recall – Chap 5: Control volume (CV) versions of the laws of conservation of mass and energy – Chap 6: CV version of the conservation of momentum CV, or integral, forms of equations are useful for determining overall effects However, we cannot obtain detailed knowledge about the flow field inside the CV  motivation for differential analysis

Introduction Example: incompressible Navier-Stokes equations We will learn: – Physical meaning of each term – How to derive – How to solve

Introduction For example, how to solve? StepAnalytical Fluid Dynamics (Chapter 9) Computational Fluid Dynamics (Chapter 15) 1Setup Problem and geometry, identify all dimensions and parameters 2List all assumptions, approximations, simplifications, boundary conditions 3Simplify PDE’sBuild grid / discretize PDE’s 4Integrate equationsSolve algebraic system of equations including I.C.’s and B.C’s 5Apply I.C.’s and B.C.’s to solve for constants of integration 6Verify and plot results

Conservation of Mass Recall CV form (Chap 5) from Reynolds Transport Theorem (RTT) We’ll examine two methods to derive differential form of conservation of mass – Divergence (Gauss’s) Theorem – Differential CV and Taylor series expansions

Conservation of Mass Divergence Theorem Divergence theorem allows us to transform a volume integral of the divergence of a vector into an area integral over the surface that defines the volume.

Conservation of Mass Divergence Theorem Rewrite conservation of momentum Using divergence theorem, replace area integral with volume integral and collect terms Integral holds for ANY CV, therefore:

Conservation of Mass Differential CV and Taylor series First, define an infinitesimal control volume dx x dy x dz Next, we approximate the mass flow rate into or out of each of the 6 faces using Taylor series expansions around the center point, e.g., at the right face Ignore terms higher than order dx

Conservation of Mass Differential CV and Taylor series Infinitesimal control volume of dimensions dx, dy, dz Area of right face = dy dz Mass flow rate through the right face of the control volume (PROB.9-7)

Conservation of Mass Differential CV and Taylor series Now, sum up the mass flow rates into and out of the 6 faces of the CV Plug into integral conservation of mass equation Net mass flow rate into CV: Net mass flow rate out of CV:

Conservation of Mass Differential CV and Taylor series After substitution, Dividing through by volume dxdydz Or, if we apply the definition of the divergence of a vector

Conservation of Mass Alternative form Use product rule on divergence term

Conservation of Mass Cylindrical coordinates There are many problems which are simpler to solve if the equations are written in cylindrical-polar coordinates Easiest way to convert from Cartesian is to use vector form and definition of divergence operator in cylindrical coordinates

Conservation of Mass Cylindrical coordinates

Conservation of Mass Special Cases Steady compressible flow Cartesian Cylindrical

Conservation of Mass Special Cases Incompressible flow Cartesian Cylindrical and  = constant

Conservation of Mass In general, continuity equation cannot be used by itself to solve for flow field, however it can be used to 1. Determine if velocity field is incompressible 2. Find missing velocity component

The Stream Function Consider the continuity equation for an incompressible 2D flow Substituting the clever transformation Gives This is true for any smooth function  (x,y)

The Stream Function Why do this? – Single variable  replaces (u,v). Once  is known, (u,v) can be computed. – Physical significance 1. Curves of constant  are streamlines of the flow 2. Difference in  between streamlines is equal to volume flow rate between streamlines

The Stream Function Physical Significance Recall from Chap. 4 that along a streamline  Change in  along streamline is zero

The Stream Function Physical Significance Difference in  between streamlines is equal to volume flow rate between streamlines

Conservation of Linear Momentum Recall CV form from Chap. 6 Using the divergence theorem to convert area integrals Body Force Surface Force  ij = stress tensor

Conservation of Linear Momentum Substituting volume integrals gives, Recognizing that this holds for any CV, the integral may be dropped This is Cauchy’s Equation Can also be derived using infinitesimal CV and Newton’s 2nd Law (see text)

Conservation of Linear Momentum Alternate form of the Cauchy Equation can be derived by introducing Inserting these into Cauchy Equation and rearranging gives (Chain Rule)

Conservation of Linear Momentum Unfortunately, this equation is not very useful – 10 unknowns Stress tensor,  ij : 6 independent components Density  Velocity, V : 3 independent components – 4 equations (continuity + momentum) – 6 more equations required to close problem!

Navier-Stokes Equation First step is to separate  ij into pressure and viscous stresses Situation not yet improved – 6 unknowns in  ij  6 unknowns in  ij + 1 in P, which means that we’ve added 1! Viscous (Deviatoric) Stress Tensor

Navier-Stokes Equation (toothpaste) (paint) (quicksand) Reduction in the number of variables is achieved by relating shear stress to strain- rate tensor. For Newtonian fluid with constant properties Newtonian fluid includes most common fluids: air, other gases, water, gasoline Newtonian closure is analogous to Hooke’s Law for elastic solids

Navier-Stokes Equation Substituting Newtonian closure into stress tensor gives Using the definition of  ij (Chapter 4)

Navier-Stokes Equation Substituting  ij into Cauchy’s equation gives the Navier-Stokes equations This results in a closed system of equations! – 4 equations (continuity and momentum equations) – 4 unknowns (U, V, W, p) Incompressible NSE written in vector form

Navier-Stokes Equation In addition to vector form, incompressible N- S equation can be written in several other forms – Cartesian coordinates – Cylindrical coordinates – Tensor notation

Navier-Stokes Equation Cartesian Coordinates Continuity X-momentum Y-momentum Z-momentum See page 431 for equations in cylindrical coordinates

Navier-Stokes Equation Tensor and Vector Notation Continuity Tensor and Vector notation offer a more compact form of the equations. Conservation of Momentum Tensor notation Vector notation Tensor notation Repeated indices are summed over j (x 1 = x, x 2 = y, x 3 = z, U 1 = U, U 2 = V, U 3 = W)