Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 10 - Part 3 Chapter 11 –

Slides:



Advertisements
Similar presentations
CTC 261 Bernoulli’s Equation.
Advertisements

Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 7 Part 1 + Brief Review.
Chapter 15: Oscillatory motion part 1
Continuity of Fluid Flow & Bernoulli’s Principle.
Fluid Dynamics AP Physics B.
Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 6 Part 1 Work and Kinetic.
Physics 203 College Physics I Fall 2012
Fluids & Bernoulli’s Equation Chapter Flow of Fluids There are two types of flow that fluids can undergo; Laminar flow Turbulent flow.
Fluids Physics 202 Professor Vogel (Professor Carkner’s notes, ed) Lecture 20.
Physics 151: Lecture 30 Today’s Agenda
Unit 3 - FLUID MECHANICS.
Fluid Mechanics Chapter 10.
Chapter 15B - Fluids in Motion
Terms Density Specific Gravity Pressure Gauge Pressure
Monday, Aug. 2, 2004PHYS , Summer 2004 Dr. Jaehoon Yu 1 PHYS 1441 – Section 501 Lecture #17 Monday, Aug. 2, 2004 Dr. Jaehoon Yu Flow Rate and Equation.
Thursday, Nov. 20, 2014PHYS , Fall 2014 Dr. Jaehoon Yu 1 PHYS 1443 – Section 004 Lecture #23 Thursday, Nov. 20, 2014 Dr. Jaehoon Yu Bernoulli’s.
Fluid Dynamics. Floating An object floats on a fluid if its density is less than that of the fluid When floating F B = F W ρ f V disp g = ρ o V o g ρ.
PHAROS UNIVERSITY ME 259 FLUID MECHANICS FOR ELECTRICAL STUDENTS Basic Equations for a Control Volume.
Physics 1B03summer-Lecture 12 1 Day of Wrath Tuesday June 16 9:30-11:30 am CNH MC Questions, Cumulative.
Fluids - Dynamics Level 1 Physics. Fluid Flow So far, our discussion about fluids has been when they are at rest. We will Now talk about fluids that are.
Fluid Mechanics Chapter 13 2 Fluid Anything that can flow A liquid or a gas Physics Chapter 13.
Warm-up Pick up the free response at the door and begin working on it.
Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 10 Part 1 Pressure, Archimedes.
Fluids AP Physics Chapter 10.
Bernoulli’s Principle. Usually, liquids are considered “incompressible”, meaning that the density of the liquid remains nearly constant. Gases are easily.
Physics 203 College Physics I Fall 2012
Mechanical Energy. Kinetic Energy, E k Kinetic energy is the energy of an object in motion. E k = ½ mv 2 Where E k is the kinetic energy measured in J.
Simple Harmonic Motion Chapter 12 Section 1. Periodic Motion A repeated motion is what describes Periodic Motion Examples:  Swinging on a playground.
Chapter Fluid pressure and temperature. Pressure  What happens to your ears when you ride in an airplane?  What happens if a submarine goes.
Physics 207: Lecture 25, Pg 1 Lecture 25 Today Review: Exam covers Chapters plus angular momentum, rolling motion & torque Exam covers Chapters
Physics 1B03summer-Lecture 13 Final Exam April 18 2 hours long – 30 MC questions Covers all material with approximately equal weight, up to and including.
1 Fluid Mechanics Chapter 13 2 Fluid Anything that can flow A liquid or a gas.
Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 11 Simple Harmonic Motion.
PHYSICS 1A, SECTION 2 November 18,  covers especially:  Frautschi chapters  lectures/sections through Monday (Nov. 15)  homework #6-7.
Introduction To Fluids. Density  = m/V  = m/V   : density (kg/m 3 )  m: mass (kg)  V: volume (m 3 )
Wednesday, Nov. 24, 2004PHYS , Fall 2004 Dr. Jaehoon Yu 1 1.Quiz Workout 2.Buoyant Force and Archimedes’ Principle 3.Flow Rate and Continuity Equation.
We’ll deal mainly with simple harmonic oscillations where the position of the object is specified by a sinusoidal (sine, cos) function. Chapter 15: Oscillatory.
Wednesday, Nov. 19, 2003PHYS , Fall 2003 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #21 Wednesday, Nov. 19, 2003 Dr. Mystery Lecturer 1.Fluid.
Fluid Dynamics AP Physics B.
Monday, Apr. 19, 2004PHYS , Spring 2004 Dr. Jaehoon Yu 1 PHYS 1441 – Section 004 Lecture #21 Monday, Apr. 19, 2004 Dr. Jaehoon Yu Buoyant Force.
Fluids. Introduction The 3 most common states of matter are: –Solid: fixed shape and size (fixed volume) –Liquid: takes the shape of the container and.
Subdivisions of matter solidsliquidsgases rigidwill flowwill flow dense dense low density and incompressible and incompressible compressible fluids condensed.
Fluid Flow Continuity and Bernoulli’s Equation
Fluids in Motion.
1. Work [W] = N*m = J Units: Work done by forces that oppose the direction of motion will be negative. Work and energy A. PositiveB. NegativeC. Zero Example:
Physics Section 8.3 Apply the properties of flowing fluids The flow of a fluid is laminar if every particle that passes a particular point moves along.
F LUID D YNAMICS Created by The North Carolina School of Science and Math.The North Carolina School of Science and Math Copyright North Carolina.
FLUIDS A fluid is any substance that flows and conforms to the boundaries of its container. A fluid could be a gas or a liquid. An ideal fluid is assumed.
Monday April 26, PHYS , Spring 2004 Dr. Andrew Brandt PHYS 1443 – Section 501 Lecture #24 Monday, April 26, 2004 Dr. Andrew Brandt 1.Fluid.
1 PPMF102 – Lecture 2 Work & Energy. 2 Work = force x displacement x cos  Work = force x displacement x cos  W = Fs cos  W = Fs cos  Scalar quantity.
Introduction To Fluids. Density ρ = m/V ρ = m/V  ρ: density (kg/m 3 )  m: mass (kg)  V: volume (m 3 )
Physics 101: Lecture 18, Pg 1 Physics 101: Lecture 18 Elasticity and Oscillations Exam III.
Bernoulli and Flow Continuity.  U-Tube Manometer  Used to measure pressure of a fluid  Principles involved: ◦ The pressure is the same in equal elevations.
Pressure in Fluid A fluid exerts pressure in all directions. At any point in a fluid at rest, the pressure is the same in all direction. The force due.
Physics Section 11.1 Apply harmonic motion
Chapter 15B - Fluids in Motion
Chapter 11 Fluids.
60 1. What is the mass M in the system as given in the
Chapter 5.2 Notes Potential Energy.
PHYS 1443 – Section 003 Lecture #21
Work and energy 1. Work Wf = |fk| |Δx| cos(180°) = -|fk| |Δx| < 0
Physics 21.
Halliday/Resnick/Walker Fundamentals of Physics 8th edition
Fluid kinematics Chapter 3
Reminder: HW #10 due Thursday, Dec 2, 11:59 p.m.
Simple Harmonic Motion
FLUIDS IN MOTION The equations that follow are applied when a moving fluid exhibits streamline flow. Streamline flow assumes that as each particle in the.
Applications of Bernoulli Equations
Ch. 12 Waves pgs
Presentation transcript:

Physics 203 – College Physics I Department of Physics – The Citadel Physics 203 College Physics I Fall 2012 S. A. Yost Chapter 10 - Part 3 Chapter 11 – Part 1 Fluid Dynamics Simple Harmonic Motion

Physics 203 – College Physics I Department of Physics – The Citadel Exam 3 Average: 32 High: 61.5

Physics 203 – College Physics I Department of Physics – The Citadel Announcements Problem set 10B is due Thursday. We will start discussing Ch. 11 late today or next time: Read sections 1 – 4 and 7 – 9 for next time. Topics: simple harmonic motion, intro to waves. Next Tuesday: Ch. 11, sec. 11 – 13 and Ch. 12, sec. 1 – 4 & 7. If possible, we may finish Ch. 11 next time, leaving Ch. 12 for next week. The end of Ch. 11 and Ch. 12 are related: waves and sound.

Physics 203 – College Physics I Department of Physics – The Citadel Volume Rate of Flow The volume rate of flow of an incompressible fluid is the same throughout a pipe. Q = Av = constant v A

Physics 203 – College Physics I Department of Physics – The Citadel Bernoulli Principle Bernoulli’s Principle is an expression of energy conservation: PV + ½ m v 2 + mgh = constant. Work + kinetic energy + potential energy = constant. P1P1 P2P2 v1v1 v 2 h

Physics 203 – College Physics I Department of Physics – The Citadel Bernoulli Principle P + ½  v 2 +  gh = constant. This is a consequence of the work- energy theorem, assuming the only work is done by gravity and pressure. This neglects friction in the fluid – viscosity. It also assumes smooth “laminar” flow – no turbulance. P1P1 P2P2 v1v1 v 2 h

Physics 203 – College Physics I Department of Physics – The Citadel Question 1. A fluid flows through the pipe shown. In which section is the flow velocity the greatest? Selections: A B C D The same B A C

Physics 203 – College Physics I Department of Physics – The Citadel Answer The volume rate of flow Q = vA is constant for an incompressible fluid. The fluid moves fastest where the pipe is narrowest, section B. (It moves slowest in section C.) B A C

Physics 203 – College Physics I Department of Physics – The Citadel Question 2. In which section is the pressure of the fluid the greatest? Selections: A B C D The same B A C

Physics 203 – College Physics I Department of Physics – The Citadel Answer This is Bernoulli’s principle: The pressure in a fluid decreases when the flow velocity increases. The fluid moves most slowly at C, so the pressure is highest there (and lowest at B). B A C

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain A water tower feeds a fountain, which shoots water straight up in the air. How fast does the water leave the fountain? Assume the top of the water is a height h = 55 m above the fountain. h v

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain We’ll assume the tank is big, so the top of the water stays fixed: h 1 = 55 m, v 1 = 0, P 1 = 0 h v gauge pressure 1

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain At the fountain, h 2 = 0 v 2 = v What is P 2 ? h v 1 2 unknown

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain Careful! This is not hydrostatics. If the fountain were turned off, the pressure would be P 2 =  gh = 1000 kg/m 3 x 9.8 m/s 2 x 55 m = 5.4 x 10 5 N/m 2. h 1 2 no flow!

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain When the fountain is flowing, this changes! The pressure just outside the pipe is P 2 = 0, normal atmospheric pressure. h v 1 2 P2P2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain The velocity is given by Bernoulli’s equation with P 1 = P 2 = 0 h 1 = h, h 2 = 0 v 2 = 0, v 1 = v h v 1 2 P2P2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain The only terms remaining are ½  v 2 =  gh The result is the same as if the water had fallen from the top of the tower: v = √ 2gh = 33 m/s. h v 1 2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain What is the volume rate of flow if the pipe has diameter 1 cm? Q = Av A =  (0.5 cm) 2 = cm 2 h v 1 2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain Q = Av A = cm 2 v = 33 m/s = 3300 cm/s Q = 2600 cm 3 /s = 2600 mL /s = 2.6 L/s h v 1 2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain How high does the water rise from the fountain? Bernoulli’s equation between points 1 and 2: P 1 = P 2 = 0, v 1 = v 2 = 0 implies  gh 1 =  gh 2. h v 1 2

Physics 203 – College Physics I Department of Physics – The Citadel Water Tower and Fountain The water rises to the height of the tower. This assumes energy conservation: No friction (viscosity or air resistance) or turbulence is considered. h v 1 2

Physics 203 – College Physics I Department of Physics – The Citadel Hooke’s Law From chapter 6: Hooke’s Law describes a linear restoring force when a spring is displaced from its equilibrium position. Elastic potential energy: U = ½ kx 2 x F = -k x

Physics 203 – College Physics I Department of Physics – The Citadel Simple Harmonic Motion This is called simple harmonic motion. When a mass oscillates under a linear restoring force F =  kx, the acceleration is always opposite the displacement from equilibrium, but proportional to it. a = F/m =  (k/m) x.