1 Lecture #5 of 25 Moment of inertia Retarding forces Stokes Law (viscous drag) Newton’s Law (inertial drag) Reynolds number Plausibility of Stokes law.

Slides:



Advertisements
Similar presentations
Instructor: André Bakker
Advertisements

Aero-Hydrodynamic Characteristics
Ch 24 pages Lecture 8 – Viscosity of Macromolecular Solutions.
Physics Part 1 MECHANICS
Motion of particles trough fluids part 1
Convection.
Basic Governing Differential Equations
Boundary Layer Flow Describes the transport phenomena near the surface for the case of fluid flowing past a solid object.
..perhaps the hardest place to use Bernoulli’s equation (so don’t)
Summer School 2007B. Rossetto1 5. Kinematics  Piecewise constant velocity t0t0 tntn titi t i+1 x(t) x(t i ) h t x i = v(t i ). h Distance runned during.
Pharos University ME 352 Fluid Mechanics II
Flow over immersed bodies. Boundary layer. Analysis of inviscid flow.
External Flows.
A Mathematical Frame Work to Create Fluid Flow Devices…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Conservation Laws for.
1 Lecture #3 of 25 Homework #1 expectations Questions on Assignment #2 Center of Mass Defined Relation to momentum Polar and Spherical Coordinates Worked.
1 Lecture #9 of 24 Test advice Review problems Moment of Inertia of disk w/ hole Line Integrals Energy conservation problems Others of interest Energy.
Flow Over Immersed Bodies
1 Lecture #4 of 25 Review HW problem 1.9 Explain 3 in-class problems from Tuesday Angular Momentum And torque And Central force Moment of Inertia – Worked.
Chapter 9 Solids and Fluids (c).
1 Class #3 Vectors and Dot products Retarding forces Stokes Law (viscous drag) Newton’s Law (inertial drag) Reynolds number Plausibility of Stokes law.
Engineering H191 - Drafting / CAD The Ohio State University Gateway Engineering Education Coalition Lab 4P. 1Autumn Quarter Transport Phenomena Lab 4.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 9: FLOWS IN PIPE
1 Class #6 Center of Mass Defined Relation to momentum Worked problems DVD Demonstration on momentum cons. and CM motion Angular Momentum And moment of.
1 Class #6 of 30 Homework #2 – “HAP” Rocket with gravity Retarding forces Projectile motions with viscous drag Plausibility of Newton’s Law Projectile.
1 Lecture #8 of 24 Study skills workshop – Cramer 121 – 7-9 pm Prof. Bob Cormack – The illusion of understanding Homework #3 – Moment of Inertia of disk.
1 Class #4 Retarding forces Stokes Law (viscous drag) 2-D motions with viscous drag Newton’s Law (inertial drag) Reynolds number Plausibility of Stokes.
1 Lecture #4 Angular Momentum And moment of inertia And torque And Central force Moment of Inertia Difference between it and CM Worked examples :10.
Newton’s Laws of Motion Claude A Pruneau Physics and Astronomy Wayne State University PHY 5200 Mechanical Phenomena Click to edit Master title style Click.
Lecture #19: Fluid Dynamics I
1 Class #7 of 30 Integration of vector quantities CM problems revisited Energy and Conservative forces Stokes Theorem and Gauss’s Theorem Line Integrals.
1 Class #6 Center of Mass Defined Relation to momentum Worked problems DVD Demonstration on momentum cons. and CM motion Angular Momentum And moment of.
Paul Drosinis UBC Phys 420. Introduction Short history on fluid dynamics Why bother studying fluid flow? Difference between Newtonian and Non-Newtonian.
Physics 430: Lecture 3 Linear Air Resistance
Louisiana Tech University Ruston, LA Lubrication/Thin Film & Peristaltic Flows Juan M. Lopez Lecture 10 BIEN 501 Wednesday, March 28, 2007.
Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS.
1 Lecture #3 Center of Mass Defined Relation to momentum Polar, Cylindrical and Spherical Coordinates Worked problems DVD Demonstration on momentum cons.
Viscous Flow.
Equations of motion Higher Physics. Experiments show that at a particular place all bodies falling freely under gravity, in a vacuum or where air resistance.
Free fall An object undergoing free fall has an acceleration of m/s2 . This varies from the equator when it is m/s2 to the poles when it.

QUESTIONS ON DIMENSIONAL ANALYSIS
Equations for Projectile Motion
Momentum Equations in a Fluid (PD) Pressure difference (Co) Coriolis Force (Fr) Friction Total Force acting on a body = mass times its acceleration (W)
Sedimentation.
Mass Transfer Coefficient
Motion of particles trough fluids part 1
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.)
Lecture 4: Isothermal Flow. Fundamental Equations Continuity equation Navier-Stokes equation Viscous stress tensor Incompressible flow Initial and boundary.
Unit 1: Fluid Dynamics An Introduction to Mechanical Engineering: Part Two Fluid dynamics Learning summary By the end of this chapter you should have learnt.
Fluid Resistance.
11/21/2014PHY 711 Fall Lecture 371 PHY 711 Classical Mechanics and Mathematical Methods 10-10:50 AM MWF Olin 103 Plan for Lecture 37 1.Continued.
Using Newton’s Laws Section 4.2 Page 96. Newton’s 2 nd Law Describes the connection between the cause of a change in an object’s velocity and the resulting.
Viscosity. Fluid Resistance  An object moving through or on a fluid meets resistance.  Force causes the fluid to move.  The velocity is proportional.
Unit 1 Physics on the go Topic 2 Materials: Viscosity.
1 Honors Physics 1 Class 05 Fall 2013 Newton’s Laws Applications.
이 동 현 상 (Transport phenomena) 2009 년 숭실대학교 환경화학공학과.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 8: BOUNDARY LAYER FLOWS
Highly Viscous Flows…. P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Creeping Flows.
11/16/2015PHY 711 Fall Lecture 331 PHY 711 Classical Mechanics and Mathematical Methods 10-10:50 AM MWF Olin 103 Plan for Lecture 33: Effects of.
Wednesday, Nov. 10, 2004PHYS , Fall 2004 Dr. Jaehoon Yu 1 1.Moment of Inertia 2.Parallel Axis Theorem 3.Torque and Angular Acceleration 4.Rotational.
Pipe flow analysis.
FLUID FOW FOR CHEMICAL ENGINEERING
Viscosità Equazioni di Navier Stokes. Viscous stresses are surface forces per unit area. (Similar to pressure) (Viscous stresses)
Physics 141Mechanics Lecture 11 CM of Rigid BodyYongli Gao To find the center of mass of an object of finite size, we first concentrate on one whose shape.
Chapter 1: Basic Concepts
Particle (s) motion.
Subject Name: FLUID MECHANICS
FLUID MECHANICS REVIEW
SETTLING AND SEDIMENTATION.
Chunk 5 Application of Newton’s Laws
Presentation transcript:

1 Lecture #5 of 25 Moment of inertia Retarding forces Stokes Law (viscous drag) Newton’s Law (inertial drag) Reynolds number Plausibility of Stokes law Projectile motions with viscous drag Plausibility of Newton’s Law Projectile motions with inertial drag :10

2 Moment of inertia L5-1 Given a solid quarter disk with uniform mass- density  and radius R: Calculate I total Write r in polar coords Write out double integral, both r and phi components Solve integral  r O1O1 R Calculate Given that CM is located at (2R/3,  Calculate I CM :10

3 Velocity Dependent Force  Forces are generally dependent on velocity and time as well as position  Fluid drag force can be approximated with a linear and a quadratic term = Linear drag factor (Stokes Law, Viscous or “skin” drag) = Quadratic drag factor ( Newton’s Law, Inertial or “form” drag) :15

4 The Reynolds Number R < 10 – Linear drag 1000< R < 300,000 – Quadratic R > 300,000 – Turbulent D v :20

5 The Reynolds Number II R < 10 – Linear drag 1000< R < 300,000 – Quadratic R > 300,000 – Turbulent D v :25

6 Defining Viscosity Two planes of Area “A” separated by gap Top plane moves at relative velocity defines viscosity (“eta”) MKS Units of are Pascal-seconds Only CGS units (poise) are actually used 1 poise=0.1 y x A :30

7 Viscous Drag I An object moved through a fluid is surrounded by a “flow-field” (red). Fluid at the surface of the object moves along with the object. Fluid a large distance away does not move at all. We say there is a “velocity gradient” or “shear field” near the object. We are changing the momentum of the nearby fluid. This dp/dt creates a force which we call the viscous drag. A :35

8 Viscous Drag II “k” is a “form-factor” which depends on the shape of the object and how that affects the gradient field of the fluid. “D” is a “characteristic length” of the object The higher the velocity of the object, the larger the velocity gradient around it. Thus drag is proportional to velocity D :40

9 Viscous Drag III – Stokes Law Form-factor k becomes “D” is diameter of sphere Viscous drag on walls of sphere is responsible for retarding force. George Stokes [ ]  (Navier-Stokes equations/ Stokes’ theorem) D :45

10 Falling raindrops L5-2 A small raindrop falls through a cloud. It has a 10  m radius. The density of water is 1 g/cc. The viscosity of air is 180  Poise. a) Draw the free-body diagram. b) Quantify the force on the drop for a velocity of 10 mm/sec. c) What is the Reynolds number of this raindrop d) What should be the terminal velocity of the raindrop? Work the same problem with a 100  m drop. :50

11 Falling raindrops I Problems: A small raindrop falls through a cloud. At time t=0 its velocity is purely horizontal. Describe it’s velocity vs. time. Raindrop is 10  m diameter, density is 1 g/cc, viscosity of air is 180  Poise Work the same problem with a 100  m drop. z x :55

12 Falling raindrops II 1) Newton 2) On z-axis 3) Rewrite in terms of v 4) Variable substitution 5) Solve by inspection z x :60

13 Falling raindrops III 1) Our solution 2) Substitute original variable 3) Apply boundary conditions 4) Expand “b” 5) Define v terminal :05

14 Stokes Dynamics :10

15 Lecture #5 Wind-up. Read sections Taylor Office hours today 3-5 Registration closes Friday :72