Basic Principles in Microfluidics
|
|
- Carmella May
- 6 years ago
- Views:
Transcription
1 Basic Principles in Microfluidics 1
2 Newton s Second Law for Fluidics Newton s 2 nd Law (F= ma) : Time rate of change of momentum of a system equal to net force acting on system!f = dp dt Sum of forces acting on control volume = Rate of momentum efflux from control volume + Rate of accumulation of momentum in control volume 2
3 Navier - Stokes Equation Navier-Stokes equation applies when: (1) There are more than one million molecules in smallest volume that a macroscopic change takes place. (2) The flow is not too far from thermodynamic equilibrium. 3
4 Navier - Stokes Equation! du dt = "#P +!g + $# 2 U + $ 3 #(#iu) For noncompressible Fluid!iU = 0! du dt = "#P +!g + $# 2 U du dt =! "P # + g + $ # "2 U 4
5 Navier - Stokes in Microfluidics Terms become dominant based on physics of scale In microfluidics inertial forces dominate due to small dimensions, even though velocity can be high du dt du dt =! "P # + g + $ # "2 U =! 1 " #P 5
6 VISCOSITY 6
7 Viscosity Viscosity is a measure of resistance (friction) of the fluid to the flow This determines flow rate Symbols: η and in some books µ Units: Poise (gram/sec * Cm) 7
8 Viscosity Viscosity is a measure of resistance (friction) of the fluid to the flow. This determines flow rate. Units: Poise (gram/sec Cm) 8
9 Basic Properties - Viscosity Fluids and gases are very different Fluids become less viscous as temperature increases Gases become more viscous at temperature increases 9
10 Viscosity in Gases and Fluids Gases! =! 0 (T 0 - constant) (T 0 - constant) " # $ T T 0 % & ' 3 2 Fluids η η 0 e (Τ Τ 0 ) 10
11 Interfaces and Surface Tension 11
12 Interfaces Interface: Geometric Surface that delimits 2 fluids Separation depends on molecular interactions and Brownian diffusion 12
13 Interfaces Interface: Geometric Surface that delimits 2 fluids Simplified view: At interface: different energies Interaction between molecules 13
14 Interfaces If U is the total cohesive energy per molecule and d is a characteristic molecular dimension, d 2 is its surface, then the energy loss (surface tension) is given by:! = U 2d 2 14
15 Laplace s Law Minimization of surface energy, create curvature of fluids on other surfaces (fluids) Curvature 1/R Laplace s Law, the change in pressure is related to the curvature of the surface. For a sphere: For a cylinder: P = 2 (γ/r) P = γ/r 15
16 Droplet on a Surface of Two Properties Simulations 16
17 Coarsening Two Droplets linked by a precursor film 17
18 Coarsening Two Droplets linked by a precursor film 18
19 Contact Angle Surface tension (force per length) Angle is determined by the balance of forces at the point of interface Hydrophilic Hydrophobic 19
20 Contact Angle Surface tension (force per length) Angle is determined by the balance of forces at the point of interface Oil on Water 20
21 Hydrophilic - Hydrophobic 21
22 Surface Tension Droplet on a surface Forces on cross section of drop Surface tension along periphery Pressure on section area Pressure difference outside/inside drop Force =!PA = "r2!p Surface Tension=2!r"! = r 2 "P 22
23 Forces - Capillary Effects A wetting fluid will rise in a capillary tube Equilibrium: pressure drop across meniscus Surface tension Viscosity h = 2! Cos(") #gr 23
24 Capillary Force 24
25 Capillary Forces 25
26 Capillary Forces Small Channel (capillary) - Surface tension draws fluid of density ρ into the channel of radius ( r) F = 2!r" Cos(#) θ = contact angle γ = surface tension (N/m) Height of Fluid in a tube in the presence of gravity h = 2! Cos(") #gr 26
27 Forces - Capillary Effects 27
28 28
29 Capillary Forces 29
30 Droplet on Surfaces 30
31 Droplet on Irregular Surfaces r: roughness f: ratio of contact angle to the total horizon surface Young s critical angle cos(θ) = (f-1) / (r-f) 31
32 Wettability and Roughness 32
33 Reynolds Number 33
34 Fluids - Types of Flow Laminar Flow (Steady) Energy losses are dominated by viscosity effects Fluid particles move along smooth paths in laminas or layers Turbulent Most flow in nature are turbulent! Fluid particles move in irregular paths, somewhat similar to the molecular momentum transfer but on a much larger scale Reynolds Number Re is a measure of turbulence 34
35 Reynolds Number Reynolds number (Re) = inertial forces / viscous forces Re = Kinetic energy / energy dissipated by shear Implies inertia relatively important Re = 1 2 mv 2 D 1 Re = 2!V A D (!AL)V D "A Re =!V D L " V D = Drag velocity, L = characteristic length, η= viscosity, ρ = density Re < 2100 : laminar (Stokes) flow regime slow fluid flow, no inertial effects laminar flow in microfluidics slow time constants, heavy damping Re > 4000 : unstable laminar flow - turbulent flow regime 35
36 High and Low Reynolds number fluidics When the Reynolds number is low, viscous interaction between the wall and the fluid is strong, and there is no turbulences or vortices 36
37 37
38 Is this Flow Turbulent? Channel Geometry - Use a characteristic length : D h Re =! " VD h D h is a geometric constant 38
39 Is this Flow Turbulent? 39
40 Mixing Re = 12 and Re = 70 Cycle 1 Cycle 2 Cycle 3 40
41 Microchannels Cross Sections 41
42 Re and Size 42
43 Re - Some examples Re Friction factor ~ 1/ Re 43
44 Human Circulatory System 44
45 Flow associated with Skin 45
46 Knudsen Number Knudsen number assumes that we can treat the material as a continuum Continuum hypothesis holds better for liquids than gases also, K n =! mfp D h K n =!" 2 ( M Re ) λ mfp = mean free path of molecules, D h = hydraulic diameter K n measures deviation of the state of the material continuum K n < 0.01 continuum 0.01 < K n < 0.1 slip flow 0.1 < K n < 10 transition region 10 < K n molecular flow 46
47 The Smallest Length Scale of a Continuum High Re Low Re K n = M Re!" 2 47
48 Stokes - Einstein Diffusion Stokes - Einstein Equation Diffusion of a particle (gas, fluid) η Translational Diffusivity Rotational Diffusivity D t = K BT 6!"a D r = K BT 8!"a 3 48
49 Diffusion in Fluids Very short diffusion times x = 2D!! = 1 2 D = diffusion constant X = diffusion length τ = diffusion rate x 2 D Laminar flow limits benefits for fluid mixing. Highly predictable diffusion has enabled a new class of microfluidic diffusion mixers 49
50 Fluid Squeeze 50
51 Squeezed film damping Squeeze a film by pushing on the plates (one is not moving) Viscous drag is opposing the motion of the fluid Beam displacement Flow of fluid (Reynolds equation) Knudsen number, K, is the ratio of the mean free path to gap Squeeze number: relative importance of viscous to spring forces! "2 U "t 2 + EI "4 U "u 4 = P + F L 12! d(ph) dt P = b du dt = "{(1+ 6k)h 3 P"P} b = 96!W 3 " 4 h 3 L 51
52 Concluding Remarks 52
53 Summary Re = turbulent / viscous stresses Re < 2100 : laminar (Stokes) flow regime, slow fluid flow, no inertial effects laminar flow in microfluidics slow time constants, heavy damping Re > 4000 : turbulent flow regime 53
54 Fluid Behavioral What happens when the fluid is on the micro - nano scale? We discussed scaling - this is a review Quantities proportional L 3 Inertia, buoyancy, etc. Quantities proportional L 2 Drag, surface charge, etc. Quantities proportional L 1 Surface tension 54
55 Who Rules η 55
Introduction to Microfluidics. Date: 2013/04/26. Dr. Yi-Chung Tung. Outline
Introduction to Microfluidics Date: 2013/04/26 Dr. Yi-Chung Tung Outline Introduction to Microfluidics Basic Fluid Mechanics Concepts Equivalent Fluidic Circuit Model Conclusion What is Microfluidics Microfluidics
Fluids and Solids: Fundamentals
Fluids and Solids: Fundamentals We normally recognize three states of matter: solid; liquid and gas. However, liquid and gas are both fluids: in contrast to solids they lack the ability to resist deformation.
XI / PHYSICS FLUIDS IN MOTION 11/PA
Viscosity It is the property of a liquid due to which it flows in the form of layers and each layer opposes the motion of its adjacent layer. Cause of viscosity Consider two neighboring liquid layers A
Fluid Mechanics: Static s Kinematics Dynamics Fluid
Fluid Mechanics: Fluid mechanics may be defined as that branch of engineering science that deals with the behavior of fluid under the condition of rest and motion Fluid mechanics may be divided into three
FLUID DYNAMICS. Intrinsic properties of fluids. Fluids behavior under various conditions
FLUID DYNAMICS Intrinsic properties of fluids Fluids behavior under various conditions Methods by which we can manipulate and utilize the fluids to produce desired results TYPES OF FLUID FLOW Laminar or
Contents. Microfluidics - Jens Ducrée Physics: Navier-Stokes Equation 1
Contents 1. Introduction 2. Fluids 3. Physics of Microfluidic Systems 4. Microfabrication Technologies 5. Flow Control 6. Micropumps 7. Sensors 8. Ink-Jet Technology 9. Liquid Handling 10.Microarrays 11.Microreactors
CBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology
CBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology The Continuum Hypothesis: We will regard macroscopic behavior of fluids as if the fluids are perfectly continuous in structure. In reality,
The Viscosity of Fluids
Experiment #11 The Viscosity of Fluids References: 1. Your first year physics textbook. 2. D. Tabor, Gases, Liquids and Solids: and Other States of Matter (Cambridge Press, 1991). 3. J.R. Van Wazer et
1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids
1. Fluids Mechanics and Fluid Properties What is fluid mechanics? As its name suggests it is the branch of applied mechanics concerned with the statics and dynamics of fluids - both liquids and gases.
Lecture 5 Hemodynamics. Description of fluid flow. The equation of continuity
1 Lecture 5 Hemodynamics Description of fluid flow Hydrodynamics is the part of physics, which studies the motion of fluids. It is based on the laws of mechanics. Hemodynamics studies the motion of blood
FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER
VISUAL PHYSICS School of Physics University of Sydney Australia FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER? What type of fluid flow is observed? The above pictures show how the effect
Open channel flow Basic principle
Open channel flow Basic principle INTRODUCTION Flow in rivers, irrigation canals, drainage ditches and aqueducts are some examples for open channel flow. These flows occur with a free surface and the pressure
Notes on Polymer Rheology Outline
1 Why is rheology important? Examples of its importance Summary of important variables Description of the flow equations Flow regimes - laminar vs. turbulent - Reynolds number - definition of viscosity
Lecture 24 - Surface tension, viscous flow, thermodynamics
Lecture 24 - Surface tension, viscous flow, thermodynamics Surface tension, surface energy The atoms at the surface of a solid or liquid are not happy. Their bonding is less ideal than the bonding of atoms
Diffusion and Fluid Flow
Diffusion and Fluid Flow What determines the diffusion coefficient? What determines fluid flow? 1. Diffusion: Diffusion refers to the transport of substance against a concentration gradient. ΔS>0 Mass
4.What is the appropriate dimensionless parameter to use in comparing flow types? YOUR ANSWER: The Reynolds Number, Re.
CHAPTER 08 1. What is most likely to be the main driving force in pipe flow? A. Gravity B. A pressure gradient C. Vacuum 2.What is a general description of the flow rate in laminar flow? A. Small B. Large
Basic Equations, Boundary Conditions and Dimensionless Parameters
Chapter 2 Basic Equations, Boundary Conditions and Dimensionless Parameters In the foregoing chapter, many basic concepts related to the present investigation and the associated literature survey were
Ch 2 Properties of Fluids - II. Ideal Fluids. Real Fluids. Viscosity (1) Viscosity (3) Viscosity (2)
Ch 2 Properties of Fluids - II Ideal Fluids 1 Prepared for CEE 3500 CEE Fluid Mechanics by Gilberto E. Urroz, August 2005 2 Ideal fluid: a fluid with no friction Also referred to as an inviscid (zero viscosity)
Dimensional Analysis
Dimensional Analysis An Important Example from Fluid Mechanics: Viscous Shear Forces V d t / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Ƭ = F/A = μ V/d More generally, the viscous
Swissmetro travels at high speeds through a tunnel at low pressure. It will therefore undergo friction that can be due to:
I. OBJECTIVE OF THE EXPERIMENT. Swissmetro travels at high speeds through a tunnel at low pressure. It will therefore undergo friction that can be due to: 1) Viscosity of gas (cf. "Viscosity of gas" experiment)
Lecture 3. Turbulent fluxes and TKE budgets (Garratt, Ch 2)
Lecture 3. Turbulent fluxes and TKE budgets (Garratt, Ch 2) In this lecture How does turbulence affect the ensemble-mean equations of fluid motion/transport? Force balance in a quasi-steady turbulent boundary
Contents. Microfluidics - Jens Ducrée Physics: Fluid Dynamics 1
Contents 1. Introduction 2. Fluids 3. Physics of Microfluidic Systems 4. Microfabrication Technologies 5. Flow Control 6. Micropumps 7. Sensors 8. Ink-Jet Technology 9. Liquid Handling 10.Microarrays 11.Microreactors
1 The basic equations of fluid dynamics
1 The basic equations of fluid dynamics The main task in fluid dynamics is to find the velocity field describing the flow in a given domain. To do this, one uses the basic equations of fluid flow, which
The Viscosity of Fluids
Experiment #11 The Viscosity of Fluids References: 1. Your first year physics textbook. 2. D. Tabor, Gases, Liquids and Solids: and Other States of Matter (Cambridge Press, 1991). 3. J.R. Van Wazer et
INTRODUCTION TO FLUID MECHANICS
INTRODUCTION TO FLUID MECHANICS SIXTH EDITION ROBERT W. FOX Purdue University ALAN T. MCDONALD Purdue University PHILIP J. PRITCHARD Manhattan College JOHN WILEY & SONS, INC. CONTENTS CHAPTER 1 INTRODUCTION
The ratio of inertial to viscous forces is commonly used to scale fluid flow, and is called the Reynolds number, given as:
12.001 LAB 3C: STOKES FLOW DUE: WEDNESDAY, MARCH 9 Lab Overview and Background The viscosity of a fluid describes its resistance to deformation. Water has a very low viscosity; the force of gravity causes
Viscous flow in pipe
Viscous flow in pipe Henryk Kudela Contents 1 Laminar or turbulent flow 1 2 Balance of Momentum - Navier-Stokes Equation 2 3 Laminar flow in pipe 2 3.1 Friction factor for laminar flow...........................
VISUAL PHYSICS School of Physics University of Sydney Australia. Why do cars need different oils in hot and cold countries?
VISUAL PHYSICS School of Physics University of Sydney Australia FLUID FLOW VISCOSITY POISEUILLE'S LAW? Why do cars need different oils in hot and cold countries? Why does the engine runs more freely as
Natural Convection. Buoyancy force
Natural Convection In natural convection, the fluid motion occurs by natural means such as buoyancy. Since the fluid velocity associated with natural convection is relatively low, the heat transfer coefficient
Teil I. Student Laboratory Manuals
Teil I Student Laboratory Manuals 1 IR1 5. Fluid friction in liquids 5.1 Introduction Generally the term fluid is understood to be matter either in the gaseous or liquid state. The physics involved on
Microfluidic Principles Part 1
Introduction to BioMEMS & Medical Microdevices Microfluidic Principles Part 1 Companion lecture to the textbook: Fundamentals of BioMEMS and Medical Microdevices, by Dr. Steven S. Saliterman www.tc.umn.edu/~drsteve
EXAMPLE: Water Flow in a Pipe
EXAMPLE: Water Flow in a Pipe P 1 > P 2 Velocity profile is parabolic (we will learn why it is parabolic later, but since friction comes from walls the shape is intuitive) The pressure drops linearly along
CE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK PART - A
CE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK 3 0 0 3 UNIT I FLUID PROPERTIES AND FLUID STATICS PART - A 1. Define fluid and fluid mechanics. 2. Define real and ideal fluids. 3. Define mass density
4 Microscopic dynamics
4 Microscopic dynamics In this section we will look at the first model that people came up with when they started to model polymers from the microscopic level. It s called the Oldroyd B model. We will
Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation
Differential Relations for Fluid Flow In this approach, we apply our four basic conservation laws to an infinitesimally small control volume. The differential approach provides point by point details of
Unit 1 INTRODUCTION 1.1.Introduction 1.2.Objectives
Structure 1.1.Introduction 1.2.Objectives 1.3.Properties of Fluids 1.4.Viscosity 1.5.Types of Fluids. 1.6.Thermodynamic Properties 1.7.Compressibility 1.8.Surface Tension and Capillarity 1.9.Capillarity
Chapter 10. Flow Rate. Flow Rate. Flow Measurements. The velocity of the flow is described at any
Chapter 10 Flow Measurements Material from Theory and Design for Mechanical Measurements; Figliola, Third Edition Flow Rate Flow rate can be expressed in terms of volume flow rate (volume/time) or mass
Laminar and Turbulent flow. Flow Sensors. Reynolds Number. Thermal flow Sensor. Flow and Flow rate. R = Mass Flow controllers
Flow and Flow rate. Laminar and Turbulent flow Laminar flow: smooth, orderly and regular Mechanical sensors have inertia, which can integrate out small variations due to turbulence Turbulent flow: chaotic
Properties of Fluids
CHAPTER Properties of Fluids 1 1.1 INTRODUCTION A fluid can be defined as a substance which deforms or yields continuously when shear stress is applied to it, no matter how small it is. Fluids can be subdivided
Lecture 8 - Turbulence. Applied Computational Fluid Dynamics
Lecture 8 - Turbulence Applied Computational Fluid Dynamics Instructor: André Bakker http://www.bakker.org André Bakker (2002-2006) Fluent Inc. (2002) 1 Turbulence What is turbulence? Effect of turbulence
Dynamics in nanoworlds
Dynamics in nanoworlds Interplay of energy, diffusion and friction in (sub)cellular world 1 NB Queste diapositive sono state preparate per il corso di Biofisica tenuto dal Dr. Attilio V. Vargiu presso
Applied Fluid Mechanics
Applied Fluid Mechanics 1. The Nature of Fluid and the Study of Fluid Mechanics 2. Viscosity of Fluid 3. Pressure Measurement 4. Forces Due to Static Fluid 5. Buoyancy and Stability 6. Flow of Fluid and
Urban Hydraulics. 2.1 Basic Fluid Mechanics
Urban Hydraulics Learning objectives: After completing this section, the student should understand basic concepts of fluid flow and how to analyze conduit flows and free surface flows. They should be able
Model of a flow in intersecting microchannels. Denis Semyonov
Model of a flow in intersecting microchannels Denis Semyonov LUT 2012 Content Objectives Motivation Model implementation Simulation Results Conclusion Objectives A flow and a reaction model is required
CE 204 FLUID MECHANICS
CE 204 FLUID MECHANICS Onur AKAY Assistant Professor Okan University Department of Civil Engineering Akfırat Campus 34959 Tuzla-Istanbul/TURKEY Phone: +90-216-677-1630 ext.1974 Fax: +90-216-677-1486 E-mail:
CHAPTER 4 FLOW IN CHANNELS
CHAPTER 4 FLOW IN CHANNELS INTRODUCTION 1 Flows in conduits or channels are of interest in science, engineering, and everyday life. Flows in closed conduits or channels, like pipes or air ducts, are entirely
A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW. 1998 ASME Fluids Engineering Division Summer Meeting
TELEDYNE HASTINGS TECHNICAL PAPERS INSTRUMENTS A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW Proceedings of FEDSM 98: June -5, 998, Washington, DC FEDSM98 49 ABSTRACT The pressure
Vatten(byggnad) VVR145 Vatten. 2. Vätskors egenskaper (1.1, 4.1 och 2.8) (Föreläsningsanteckningar)
Vatten(byggnad) Vätskors egenskaper (1) Hydrostatik (3) Grundläggande ekvationer (5) Rörströmning (4) 2. Vätskors egenskaper (1.1, 4.1 och 2.8) (Föreläsningsanteckningar) Vätska som kontinuerligt medium
Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives
Physics 9e/Cutnell correlated to the College Board AP Physics 1 Course Objectives Big Idea 1: Objects and systems have properties such as mass and charge. Systems may have internal structure. Enduring
Viscoelasticity of Polymer Fluids.
Viscoelasticity of Polymer Fluids. Main Properties of Polymer Fluids. Entangled polymer fluids are polymer melts and concentrated or semidilute (above the concentration c) solutions. In these systems polymer
Lecture 4 Classification of Flows. Applied Computational Fluid Dynamics
Lecture 4 Classification of Flows Applied Computational Fluid Dynamics Instructor: André Bakker http://www.bakker.org André Bakker (00-006) Fluent Inc. (00) 1 Classification: fluid flow vs. granular flow
Measurement of the viscosities of He, Ne and Ar for the determination of their gas kinetic diameters.
American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-4, Issue-11, pp-57-62 www.ajer.org Research Paper Measurement of the viscosities of He, Ne and Ar for the determination
For Water to Move a driving force is needed
RECALL FIRST CLASS: Q K Head Difference Area Distance between Heads Q 0.01 cm 0.19 m 6cm 0.75cm 1 liter 86400sec 1.17 liter ~ 1 liter sec 0.63 m 1000cm 3 day day day constant head 0.4 m 0.1 m FINE SAND
Lecture 11 Boundary Layers and Separation. Applied Computational Fluid Dynamics
Lecture 11 Boundary Layers and Separation Applied Computational Fluid Dynamics Instructor: André Bakker http://www.bakker.org André Bakker (2002-2006) Fluent Inc. (2002) 1 Overview Drag. The boundary-layer
SURFACE TENSION. Definition
SURFACE TENSION Definition In the fall a fisherman s boat is often surrounded by fallen leaves that are lying on the water. The boat floats, because it is partially immersed in the water and the resulting
Chapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS
Fluid Mechanics: Fundamentals and Applications, 2nd Edition Yunus A. Cengel, John M. Cimbala McGraw-Hill, 2010 Chapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS Lecture slides by Hasan Hacışevki Copyright
Distinguished Professor George Washington University. Graw Hill
Mechanics of Fluids Fourth Edition Irving H. Shames Distinguished Professor George Washington University Graw Hill Boston Burr Ridge, IL Dubuque, IA Madison, Wl New York San Francisco St. Louis Bangkok
NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES
Vol. XX 2012 No. 4 28 34 J. ŠIMIČEK O. HUBOVÁ NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES Jozef ŠIMIČEK email: jozef.simicek@stuba.sk Research field: Statics and Dynamics Fluids mechanics
ME 305 Fluid Mechanics I. Part 8 Viscous Flow in Pipes and Ducts
ME 305 Fluid Mechanics I Part 8 Viscous Flow in Pipes and Ducts These presentations are prepared by Dr. Cüneyt Sert Mechanical Engineering Department Middle East Technical University Ankara, Turkey csert@metu.edu.tr
A drop forms when liquid is forced out of a small tube. The shape of the drop is determined by a balance of pressure, gravity, and surface tension
A drop forms when liquid is forced out of a small tube. The shape of the drop is determined by a balance of pressure, gravity, and surface tension forces. 2 Objectives Have a working knowledge of the basic
11 Navier-Stokes equations and turbulence
11 Navier-Stokes equations and turbulence So far, we have considered ideal gas dynamics governed by the Euler equations, where internal friction in the gas is assumed to be absent. Real fluids have internal
Applied Fluid Mechanics
Applied Fluid Mechanics Sixth Edition Robert L. Mott University of Dayton PEARSON Prentkv Pearson Education International CHAPTER 1 THE NATURE OF FLUIDS AND THE STUDY OF FLUID MECHANICS 1.1 The Big Picture
Steady Flow: Laminar and Turbulent in an S-Bend
STAR-CCM+ User Guide 6663 Steady Flow: Laminar and Turbulent in an S-Bend This tutorial demonstrates the flow of an incompressible gas through an s-bend of constant diameter (2 cm), for both laminar and
CE 3500 Fluid Mechanics / Fall 2014 / City College of New York
1 Drag Coefficient The force ( F ) of the wind blowing against a building is given by F=C D ρu 2 A/2, where U is the wind speed, ρ is density of the air, A the cross-sectional area of the building, and
Lecture L22-2D Rigid Body Dynamics: Work and Energy
J. Peraire, S. Widnall 6.07 Dynamics Fall 008 Version.0 Lecture L - D Rigid Body Dynamics: Work and Energy In this lecture, we will revisit the principle of work and energy introduced in lecture L-3 for
Modeling Mechanical Systems
chp3 1 Modeling Mechanical Systems Dr. Nhut Ho ME584 chp3 2 Agenda Idealized Modeling Elements Modeling Method and Examples Lagrange s Equation Case study: Feasibility Study of a Mobile Robot Design Matlab
Fundamentals of THERMAL-FLUID SCIENCES
Fundamentals of THERMAL-FLUID SCIENCES THIRD EDITION YUNUS A. CENGEL ROBERT H. TURNER Department of Mechanical JOHN M. CIMBALA Me Graw Hill Higher Education Boston Burr Ridge, IL Dubuque, IA Madison, Wl
FLUID MECHANICS IM0235 DIFFERENTIAL EQUATIONS - CB0235 2014_1
COURSE CODE INTENSITY PRE-REQUISITE CO-REQUISITE CREDITS ACTUALIZATION DATE FLUID MECHANICS IM0235 3 LECTURE HOURS PER WEEK 48 HOURS CLASSROOM ON 16 WEEKS, 32 HOURS LABORATORY, 112 HOURS OF INDEPENDENT
Chapter 2. Derivation of the Equations of Open Channel Flow. 2.1 General Considerations
Chapter 2. Derivation of the Equations of Open Channel Flow 2.1 General Considerations Of interest is water flowing in a channel with a free surface, which is usually referred to as open channel flow.
OUTCOME 3 TUTORIAL 5 DIMENSIONAL ANALYSIS
Unit 41: Fluid Mechanics Unit code: T/601/1445 QCF Level: 4 Credit value: 15 OUTCOME 3 TUTORIAL 5 DIMENSIONAL ANALYSIS 3 Be able to determine the behavioural characteristics and parameters of real fluid
Removal of Liquid Water Droplets in Gas Channels of Proton Exchange Membrane Fuel Cell
第 五 届 全 球 华 人 航 空 科 技 研 讨 会 Removal of Liquid Water Droplets in Gas Channels of Proton Exchange Membrane Fuel Cell Chin-Hsiang Cheng 1,*, Wei-Shan Han 1, Chun-I Lee 2, Huan-Ruei Shiu 2 1 Department of
www.mathsbox.org.uk Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx Acceleration Velocity (v) Displacement x
Mechanics 2 : Revision Notes 1. Kinematics and variable acceleration Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx differentiate a = dv = d2 x dt dt dt 2 Acceleration Velocity
Experiment 3 Pipe Friction
EML 316L Experiment 3 Pipe Friction Laboratory Manual Mechanical and Materials Engineering Department College of Engineering FLORIDA INTERNATIONAL UNIVERSITY Nomenclature Symbol Description Unit A cross-sectional
INVESTIGATION OF FALLING BALL VISCOMETRY AND ITS ACCURACY GROUP R1 Evelyn Chou, Julia Glaser, Bella Goyal, Sherri Wykosky
INVESTIGATION OF FALLING BALL VISCOMETRY AND ITS ACCURACY GROUP R1 Evelyn Chou, Julia Glaser, Bella Goyal, Sherri Wykosky ABSTRACT: A falling ball viscometer and its associated equations were studied in
Paul Clements, SpR in Anaesthetics, Hope Hospital, Salford, UK. Carl Gwinnutt, Consultant Anaesthetist, Hope Hospital, Salford, UK.
The Physics of Flow Paul Clements, SpR in Anaesthetics, Hope Hospital, Salford, UK. Carl Gwinnutt, Consultant Anaesthetist, Hope Hospital, Salford, UK. Introduction Flow is defined as the quantity of fluid
How To Understand Fluid Mechanics
Module : Review of Fluid Mechanics Basic Principles for Water Resources Engineering Robert Pitt University of Alabama and Shirley Clark Penn State - Harrisburg Mass quantity of matter that a substance
Battery Thermal Management System Design Modeling
Battery Thermal Management System Design Modeling Gi-Heon Kim, Ph.D Ahmad Pesaran, Ph.D (ahmad_pesaran@nrel.gov) National Renewable Energy Laboratory, Golden, Colorado, U.S.A. EVS October -8, 8, 006 Yokohama,
Lecture 6 - Boundary Conditions. Applied Computational Fluid Dynamics
Lecture 6 - Boundary Conditions Applied Computational Fluid Dynamics Instructor: André Bakker http://www.bakker.org André Bakker (2002-2006) Fluent Inc. (2002) 1 Outline Overview. Inlet and outlet boundaries.
Center of Gravity. We touched on this briefly in chapter 7! x 2
Center of Gravity We touched on this briefly in chapter 7! x 1 x 2 cm m 1 m 2 This was for what is known as discrete objects. Discrete refers to the fact that the two objects separated and individual.
Viscosity. Desmond Schipper Andrew R. Barron. 1 Introduction
OpenStax-CNX module: m50215 1 Viscosity Desmond Schipper Andrew R. Barron This work is produced by OpenStax-CNX and licensed under the Creative Commons Attribution License 4.0 Abstract This module discusses
Journal bearings/sliding bearings
Journal bearings/sliding bearings Operating conditions: Advantages: - Vibration damping, impact damping, noise damping - not sensitive for vibrations, low operating noise level - dust tight (if lubricated
Midterm Solutions. mvr = ω f (I wheel + I bullet ) = ω f 2 MR2 + mr 2 ) ω f = v R. 1 + M 2m
Midterm Solutions I) A bullet of mass m moving at horizontal velocity v strikes and sticks to the rim of a wheel a solid disc) of mass M, radius R, anchored at its center but free to rotate i) Which of
Flow characteristics of microchannel melts during injection molding of microstructure medical components
Available online www.jocpr.com Journal of Chemical and Pharmaceutical Research, 2014, 6(5):112-117 Research Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 Flow characteristics of microchannel melts during
CEE 370 Fall 2015. Laboratory #3 Open Channel Flow
CEE 70 Fall 015 Laboratory # Open Channel Flow Objective: The objective of this experiment is to measure the flow of fluid through open channels using a V-notch weir and a hydraulic jump. Introduction:
Vacuum Technology. Kinetic Theory of Gas. Dr. Philip D. Rack
Kinetic Theory of Gas Assistant Professor Department of Materials Science and Engineering University of Tennessee 603 Dougherty Engineering Building Knoxville, TN 3793-00 Phone: (865) 974-5344 Fax (865)
Slide 10.1. Basic system Models
Slide 10.1 Basic system Models Objectives: Devise Models from basic building blocks of mechanical, electrical, fluid and thermal systems Recognize analogies between mechanical, electrical, fluid and thermal
Fluid Dynamics Viscosity. Dave Foster Department of Chemical Engineering University of Rochester Email: dafoster@che
Fluid Dynamics Viscosity Dave Foster Department of Chemical Engineering University of Rochester Email: dafoster@che che.rochester.eduedu 1 Chemical Engineering What do Chemical Engineers Do? Manufacturing
Open Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology
M. Siavashi School of Mechanical Engineering Iran University of Science and Technology W ebpage: webpages.iust.ac.ir/msiavashi Email: msiavashi@iust.ac.ir Landline: +98 21 77240391 Fall 2013 Introduction
Weight The weight of an object is defined as the gravitational force acting on the object. Unit: Newton (N)
Gravitational Field A gravitational field as a region in which an object experiences a force due to gravitational attraction Gravitational Field Strength The gravitational field strength at a point in
Fundamental Concepts in Fluid Mechanics
A significant portion of these notes summarizes various sections of Massey, but additional material from other sources is also included. Note that the notes are incomplete; they will be completed during
Dimensional analysis is a method for reducing the number and complexity of experimental variables that affect a given physical phenomena.
Dimensional Analysis and Similarity Dimensional analysis is very useful for planning, presentation, and interpretation of experimental data. As discussed previously, most practical fluid mechanics problems
HEAT TRANSFER ANALYSIS IN A 3D SQUARE CHANNEL LAMINAR FLOW WITH USING BAFFLES 1 Vikram Bishnoi
HEAT TRANSFER ANALYSIS IN A 3D SQUARE CHANNEL LAMINAR FLOW WITH USING BAFFLES 1 Vikram Bishnoi 2 Rajesh Dudi 1 Scholar and 2 Assistant Professor,Department of Mechanical Engineering, OITM, Hisar (Haryana)
Lecture 16 - Free Surface Flows. Applied Computational Fluid Dynamics
Lecture 16 - Free Surface Flows Applied Computational Fluid Dynamics Instructor: André Bakker http://www.bakker.org André Bakker (2002-2006) Fluent Inc. (2002) 1 Example: spinning bowl Example: flow in
Aids needed for demonstrations: viscous fluid (water), tubes (pipes), injections, paper, stopwatches, vessels,, weights
1 Viscous and turbulent flow Level: high school (16-17 years) hours (2 hours class teaching, 2 hours practical excercises) Content: 1. Viscous flow 2. Poiseuille s law 3. Passing from laminar to turbulent
Chapter 8: Flow in Pipes
Objectives 1. Have a deeper understanding of laminar and turbulent flow in pipes and the analysis of fully developed flow 2. Calculate the major and minor losses associated with pipe flow in piping networks
Potential Energy and Equilibrium in 1D
Potential Energy and Equilibrium in 1D Figures 6-27, 6-28 and 6-29 of Tipler-Mosca. du = F x dx A particle is in equilibrium if the net force acting on it is zero: F x = du dx = 0. In stable equilibrium
Viscosity (VIS) Topic: Mechanics. Laminar and turbulent flow, Reynolds number, Hagen-Poiseuille s law, Stokes law
Seite 1 Viscosity Topic: Mechanics 1 Key words Laminar and turbulent flow, Reynolds number, Hagen-Poiseuille s law, Stokes law 2 Literatur L. Bergmann, C. Schäfer, Lehrbuch der Experimentalphysik, Band
Fluid Dynamics and the Navier-Stokes Equation
Fluid Dynamics and the Navier-Stokes Equation CMSC498A: Spring 12 Semester By: Steven Dobek 5/17/2012 Introduction I began this project through a desire to simulate smoke and fire through the use of programming