CHAPTER (III) KINEMATICS OF FLUID FLOW 3.1: Types of Fluid Flow. 3.1.1: Real - or - Ideal fluid. 3.1.2: Laminar - or - Turbulent Flows. 3.1.3: Steady -

Slides:



Advertisements
Similar presentations
Chapter 2 Introduction to Heat Transfer
Advertisements

Navier-Stokes.
Conservation of Linear Momentum.
ME 259 Fluid Mechanics for Electrical Students
1 MAE 5130: VISCOUS FLOWS Lecture 3: Kinematic Properties August 24, 2010 Mechanical and Aerospace Engineering Department Florida Institute of Technology.
A Mathematical Frame Work to Create Fluid Flow Devices…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Conservation Laws for.
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.
CONSERVATION OF MASS Control Volumes By: Bashir Momodu.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 9: FLOWS IN PIPE
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 4: FLUID KINETMATICS
CE 1501 CE 150 Fluid Mechanics G.A. Kallio Dept. of Mechanical Engineering, Mechatronic Engineering & Manufacturing Technology California State University,
Numerical Hydraulics Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa Lecture 1: The equations.
Fluid mechanics 3.1 – key points
EULER’S EQUATION Fluid Mechanics CHAPTER 4 Dr . Ercan Kahya
ME 231 Thermofluid Mechanics I Navier-Stokes Equations.
Fluid Mechanics and Applications MECN 3110
© Fox, McDonald & Pritchard Introduction to Fluid Mechanics Chapter 5 Introduction to Differential Analysis of Fluid Motion.
Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS.
Boundary Layer Laminar Flow Re ‹ 2000 Turbulent Flow Re › 4000.
Kinematics of Flow. Fluid Kinematics  Fluid motion -Types of fluid - Velocity and acceleration - Continuity equation  Potential Flows -Velocity Potential.
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.

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.)
Chapter 10 Rotational Motion.
CHAPTER 3 EXACT ONE-DIMENSIONAL SOLUTIONS 3.1 Introduction  Temperature solution depends on velocity  Velocity is governed by non-linear Navier-Stokes.
States of matter Solid: Liquid Gas Plasma Fluid: Crystalline Amorphous.
Fluid Dynamics AP Physics B.
Chapter 4 FLUID KINEMATICS
Dr. Jason Roney Mechanical and Aerospace Engineering
1 Chapter 6 Flow Analysis Using Differential Methods ( Differential Analysis of Fluid Flow)
Ch 4 Fluids in Motion.
Reference Book is. 2. The flow is steady. In steady (laminar) flow, the velocity of the fluid at each point remains constant. Fluid DYNAMICS Because the.
Elementary Mechanics of Fluids
Mechanical Energy Balance
Abj1 Lecture 6.1 : Conservation of Linear Momentum (C-Mom) 1.Recalls 2.Control Volume Motion VS Frame of Reference Motion 3.Conservation of Linear Momentum.
© Fox, Pritchard, & McDonald Introduction to Fluid Mechanics Chapter 5 Introduction to Differential Analysis of Fluid Motion.
A Mathematical Frame Work to Create Fluid Flow Devices…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Development of Conservation.
Pharos University ME 253 Fluid Mechanics 2
INTRODUCTION TO CONVECTION
IV. Kinematics of Fluid Motion. Contents 1. Specification of Fluid Motion 2. Material Derivatives 3. Geometric Representation of Flow 4. Terminology 5.
Differential Analysis of Fluid Flow. Navier-Stokes equations Example: incompressible Navier-Stokes equations.
ENT 257/4 FLUID MECHANICS Prof. Madya Dr. Ghulam Abdul Quadir School of Mechatronic Engineering H/P:

Fluid kinematics refers to features of a fluid in motion.
Plots of Fluid Flow Data Profile plots- A profile plot indicates how the value of a scalar (or vector can be plotted but only the magnitude) property varies.
Faros University ME 253 Fluid Mechanics II
Flowing Fluids ( 유체의 흐름 ) Fluid kinematics ( 유체운동학 ) – describes the motion of fluid elements such as translation ( 이동 ), transformation ( 변형 ), rotation.
Sverdrup, Stommel, and Munk Theories of the Gulf Stream
Chapter 8: Internal Forced Convection
TYPES OF FLUIDS.
Internal Flow: General Considerations. Entrance Conditions Must distinguish between entrance and fully developed regions. Hydrodynamic Effects: Assume.
Advance Fluid Mechanics
FLOWING FLUIDS AND PRESSURE VARIATION
CE 3305 Engineering FLUID MECHANICS
Chapter 4 Fluid Mechanics Frank White
Continuum Mechanics (MTH487)
CE 3305 Engineering FLUID MECHANICS
Chapter 9: Differential Analysis of Fluid Flow
S.N.P.I.T & R.C,UMRAKH GUJRARAT TECHNICHAL UNIVERSITY
Chapter 3 FLUID-FLOW CONCEPTS AND BASIC EQUATIONS
Introduction to Fluid Mechanics
Fluid Mechanics Dr. Mohsin Siddique Assistant Professor
Overview of Fluid Mechanics
FLUID MECHANICS REVIEW
Internal Flow: General Considerations
FLUID MECHANICS - Review
Introduction to Fluid Mechanics
Introduction to Fluid Mechanics
FLUID MECHANICS ME-10 MODULE - 2 KINEMATICS OF FLUID FLOW Presented by: Ayush Agrawal (Asst. Professor) Civil Engineering Department Jabalpur Engineering.
Presentation transcript:

CHAPTER (III) KINEMATICS OF FLUID FLOW 3.1: Types of Fluid Flow : Real - or - Ideal fluid : Laminar - or - Turbulent Flows : Steady - or - Unsteady flows : Uniform - or - Non-uniform Flows : One, Two - or - Three Dimensional Flows : Rational - or - Irrational Flows. 3.2: Circulation - or - Vorticity. 3.3: Stream Lines, Flow Field and Stream Tube. 3.4: Velocity and Acceleration in Flow Field. 3.5: Continuity Equation for One Dimensional Steady Flow. 1

Fluid Flow Kinematics

Fluid Kinematics deals with the motion of fluids without considering the forces and moments which create the motion. We define field variables which are functions of space and time Pressure field, Velocity field Acceleration field,

Types of fluid Flow 1. Real and Ideal Flow: Friction = 0 Ideal Flow ( μ =0) Energy loss =0 Friction = o Real Flow ( μ ≠0) Energy loss = 0 Ideal Real If the fluid is considered frictionless with zero viscosity it is called ideal. In real fluids the viscosity is considered and shear stresses occur causing conversion of mechanical energy into thermal energy

2. Steady and Unsteady Flow H=constant V=constant Steady Flow with respect to time Velocity is constant at certain position w.r.t. time Unsteady Flow with respect to time Velocity changes at certain position w.r.t. time H ≠ c onstant V ≠ constant Steady flow occurs when conditions of a point in a flow field don’t change with respect to time ( v, p, H…..changes w.r.t. time steady unsteady

Uniform Flow means that the velocity is constant at certain time in different positions (doesn’t depend on any dimension x or y or z( 3. Uniform and Non uniform Flow Non- uniform Flow means velocity changes at certain time in different positions ( depends on dimension x or y or z( YY xx uniform Non-uniform

4. One, Two and three Dimensional Flow : Two dimensional flow means that the flow velocity is function of two coordinates V = f( X,Y or X,Z or Y,Z ) One dimensional flow means that the flow velocity is function of one coordinate V = f( X or Y or Z ) Three dimensional flow means that the flow velocity is function of there coordinates V = f( X,Y,Z) x y

8 4. One, Two and three Dimensional Flow (cont.) A flow field is best characterized by its velocity distribution. A flow is said to be one-, two-, or three- dimensional if the flow velocity varies in one, two, or three dimensions, respectively. However, the variation of velocity in certain directions can be small relative to the variation in other directions and can be ignored. The development of the velocity profile in a circular pipe. V = V(r, z) and thus the flow is two-dimensional in the entrance region, and becomes one-dimensional downstream when the velocity profile fully develops and remains unchanged in the flow direction, V = V(r).

5. Laminar and Turbulent Flow: In Laminar Flow: Fluid flows in separate layers No mass mixing between fluid layers Friction mainly between fluid layers Reynolds’ Number (R N ) < 2000 V max.= 2V mean In Turbulent Flow: No separate layers Continuous mass mixing Friction mainly between fluid and pipe walls Reynolds’ Number (R N ) > 4000 V max.= 1.2 V mean Vmean Vmax Vmean

5. Laminar and Turbulent Flow (cont.):

Rotational and irrotational flows : The rotation is the average value of rotation of two lines in the flow. (i) If this average = 0 then there is no rotation and the flow is called irrotational flow

6. Streamline: A Streamline is a curve that is everywhere tangent to it at any instant represents the instantaneous local velocity vector. w uv x z y Where : u velocity component in -X- direction v velocity component in-Y- direction w velocity component in -Z- direction Stream line equation V

velocity vector can written as: Where : i, j, k are the unit vectors in +ve x, y, z directions From Newton's second law, The acceleration of the particle is the time derivative of the particle's velocity. However, particle velocity at a point is the same as the fluid velocity, Acceleration Field

Convective component Local component Mathematically the total derivative equals the sum of the partial derivatives

Similarly :

NASCAR surface pressure contours and streamlines Airplane surface pressure contours, volume streamlines, and surface streamlines

7. Streamtube: Is a bundle of streamlines fluid within a streamtube remain constant and cannot cross the boundary of the streamtube. (mass in = mass out)

Types of motion or deformation of fluid element Linear translation Rotational translation Linear deformation angular deformation

8- Rotational Flow & Irrotational Flow: The rate of rotation can be expressed or equal to the angular velocity vector( ): Note:

The flow is side to be rotational if : The flow is side to be irrotational if : The fluid elements are rotating in space (see Fig ) The fluid elements don’t rotating in space (see Fig )

Irrotational flow rotational flow

9- Vorticity ( ξ ): Vorticity is a measure of rotation of a fluid particale Vorticity is twice the angular velocity of a fluid particle

10- Circulation ( Г ): The circulation ( Г ) is a measure of rotaion and is defined as the line integral of the tangential component of the velocity taken around a closed curve in the flow field.. cos θ θ + NOTE: The flow is irrotational if ω=0, ξ=0, Г=0

For 2-D Cartesian Coordinates x Y dy dx + Г = ξ. area

Conservation of Mass ( Continuity Equation ) ( Mass can neither be created nor destroyed ) The general equation of continuity for three dimensional steady flow x y dx dz dy z

Net mass in x-direction= - = Net mass in y-direction= - = Net mass in z-direction= - = Σ net mass = mass storage rate = = =0

General equation fof 3-D, unsteady and compressible fluid Special cases: 1- For steady compressible fluid 2- For incompressible fluid ( ρ= constant ) Note : The above eq n. can be used for steady & unsteady for incompressible fluid

3- For 2-D :