CHEN 3200 Fluid Mechanics Spring Homework 3 solutions

Similar documents
!! +! 2!! +!"!! =!! +! 2!! +!"!! +!!"!"!"

m V DEFINITION OF MASS DENSITY The mass density of a substance is the mass of a substance divided by its volume: SI Unit of Mass Density: kg/m 3

5 ENERGY EQUATION OF FLUID MOTION

Mass of fluid leaving per unit time

MECHANICAL PROPERTIES OF FLUIDS

TOPICS. Density. Pressure. Variation of Pressure with Depth. Pressure Measurements. Buoyant Forces-Archimedes Principle

AER210 VECTOR CALCULUS and FLUID MECHANICS. Quiz 4 Duration: 70 minutes

11.1 Mass Density. Fluids are materials that can flow, and they include both gases and liquids. The mass density of a liquid or gas is an

The Bernoulli Equation

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER

Physics 123 Unit #1 Review

Chapter 14. Lecture 1 Fluid Mechanics. Dr. Armen Kocharian

Chapter Four fluid flow mass, energy, Bernoulli and momentum

FE Fluids Review March 23, 2012 Steve Burian (Civil & Environmental Engineering)

Pressure in a fluid P P P P

Chapter 4 DYNAMICS OF FLUID FLOW

m V DEFINITION OF MASS DENSITY The mass density of a substance is the mass of a substance divided by its volume: SI Unit of Mass Density: kg/m 3

Chapter 11. Fluids. continued

FLUID MECHANICS. Chapter 3 Elementary Fluid Dynamics - The Bernoulli Equation

HOMEWORK ASSIGNMENT ON BERNOULLI S EQUATION

Chapter 14. Fluid Mechanics

Stevens High School AP Physics II Work for Not-school

In steady flow the velocity of the fluid particles at any point is constant as time passes.

Worksheet for Exploration 15.1: Blood Flow and the Continuity Equation

CEE 3310 Control Volume Analysis, Oct. 7, D Steady State Head Form of the Energy Equation P. P 2g + z h f + h p h s.

Lecture 30 (Walker: ) Fluid Dynamics April 15, 2009

Fluids. Fluid = Gas or Liquid. Density Pressure in a Fluid Buoyancy and Archimedes Principle Fluids in Motion

Liquids CHAPTER 13 FLUIDS FLUIDS. Gases. Density! Bulk modulus! Compressibility. To begin with... some important definitions...

CHAPTER 13. Liquids FLUIDS FLUIDS. Gases. Density! Bulk modulus! Compressibility. To begin with... some important definitions...

Isentropic Flow. Gas Dynamics

Chapter 14 - Fluids. -Archimedes, On Floating Bodies. David J. Starling Penn State Hazleton PHYS 213. Chapter 14 - Fluids. Objectives (Ch 14)

Chapter 9. Solids and Fluids. 1. Introduction. 2. Fluids at Rest. 3. Fluid Motion

4 Mechanics of Fluids (I)

Figure 3: Problem 7. (a) 0.9 m (b) 1.8 m (c) 2.7 m (d) 3.6 m

CEE 3310 Control Volume Analysis, Oct. 10, = dt. sys

CONCEPTS AND DEFINITIONS. Prepared by Engr. John Paul Timola

Fluidi. Copyright 2015 John Wiley & Sons, Inc. All rights reserved.

Q1 Give answers to all of the following questions (5 marks each):

Physics 207 Lecture 18

3.25 Pressure form of Bernoulli Equation

Exam 3--PHYS 101--F11--Chapters 7, 8, & 9

The online of midterm-tests of Fluid Mechanics 1

Eric G. Paterson. Spring 2005

MASS, MOMENTUM, AND ENERGY EQUATIONS

Physics 153 Introductory Physics II. Week One: FLUIDS. Dr. Joseph J. Trout

CHAPTER 28 PRESSURE IN FLUIDS

Introduction to Marine Hydrodynamics

Fluid Mechanics-61341

Fluid Mechanics. du dy

Unit C-1: List of Subjects

Fluid Mechanics. If deformation is small, the stress in a body is proportional to the corresponding

Pressure in stationary and moving fluid Lab- Lab On- On Chip: Lecture 2

Study fluid dynamics. Understanding Bernoulli s Equation.

Chapter 15: Fluid Mechanics Dynamics Using Pascal s Law = F 1 = F 2 2 = F 2 A 2

Signature: (Note that unsigned exams will be given a score of zero.)

Lecture 27 (Walker: ) Fluid Dynamics Nov. 9, 2009

Chapter 3 Bernoulli Equation

3.8 The First Law of Thermodynamics and the Energy Equation

ME-B41 Lab 1: Hydrostatics. Experimental Procedures

Nicholas J. Giordano. Chapter 10 Fluids

Physics 201 Chapter 13 Lecture 1

Tridib s Physics Tutorials visit

Page 1. Neatly print your name: Signature: (Note that unsigned exams will be given a score of zero.)

Chapter 10 - Mechanical Properties of Fluids. The blood pressure in humans is greater at the feet than at the brain

(Refer Slide Time: 0:28)

Fluids. Fluids in Motion or Fluid Dynamics

Chapter 7 The Energy Equation

States of matter. Density high > high >> low (pressure dependent)

10 - FLUID MECHANICS Page 1

Cunningham, Drew Homework 32 Due: Apr , 4:00 am Inst: Florin 1

CHAPTER 3 BASIC EQUATIONS IN FLUID MECHANICS NOOR ALIZA AHMAD

Iran University of Science & Technology School of Mechanical Engineering Advance Fluid Mechanics

Chapter 9. Solids and Fluids 9.3 DENSITY AND PRESSURE

Physics 107 HOMEWORK ASSIGNMENT #9

Physics 107 HOMEWORK ASSIGNMENT #9b

Atmospheric pressure. 9 ft. 6 ft

Chapter (6) Energy Equation and Its Applications

ACE Engineering College

Lesson 6 Review of fundamentals: Fluid flow

Physics 3 Summer 1990 Lab 7 - Hydrodynamics

2.The lines that are tangent to the velocity vectors throughout the flow field are called steady flow lines. True or False A. True B.

Thermodynamic Systems

10/9/2017 LET S PERFORM 4 EXPERIMENTS: UNIT 1 FLUID STATICS AND DYNAMICS CHAPTER 11 FLUIDS IN MOTION SNORING BERNOULLI'S PRINCIPLE

Objectives. Conservation of mass principle: Mass Equation The Bernoulli equation Conservation of energy principle: Energy equation

Chapter 10. Solids & Liquids

General Physics I (aka PHYS 2013)

1.4 Perform the following unit conversions: (b) (c) s. g s. lb min. (d) (e) in. ft s. m 55 h. (f) ft s. km h. (g)

Lagrangian description from the perspective of a parcel moving within the flow. Streamline Eulerian, tangent line to instantaneous velocity field.

Chapter 12. Fluid Mechanics. A. The density ρ of a substance of uniform composition is defined as its mass M divided by its volume V.

I N V E S T I C E D O R O Z V O J E V Z D Ě L Á V Á N Í

Rate of Flow Quantity of fluid passing through any section (area) per unit time

Physics 207 Lecture 22. Lecture 22

An-Najah National University Civil Engineering Departemnt. Fluid Mechanics. Chapter [2] Fluid Statics

Applied Fluid Mechanics

PHY121 Physics for the Life Sciences I

MECHANICAL PROPERTIES OF FLUIDS:

Answers to questions in each section should be tied together and handed in separately.

MULTIPLE-CHOICE PROBLEMS:(Two marks per answer) (Circle the Letter Beside the Most Correct Answer in the Questions Below.)

Fluids II (Fluids in motion)

Physics - Fluids. Read Page 174 (Density) TQ1. A fluid is what type of matter? TQ2. What is fluid mechanics? TQ3. What is the equation for density?

Transcription:

Homework 3 solutions 1. An artery with an inner diameter of 15 mm contains blood flowing at a rate of 5000 ml/min. Further along the artery, arterial plaque has partially clogged the artery, reducing the area available for blood flow. When the person is lying down (the artery is horizontal), the pressure difference between the clean and clogged regions of the artery is 830 Pa. Determine how much (as a percentage) of the cross- sectional area is clogged by the plaque. (15 points) Since!h=0, the governing equation becomes The velocity at point 1 is given by Solving the governing equation for p 1 -p 2 gives The velocities are related by the continuity equation, V 2 =(A 1 /A 1 /A 2 )V 2 )V 1, 2 thus, thus The SG of blood is approximately 1.06, so the equation above

The SG of blood is approximately 1.06, so the equation above becomes Therefore, A 2 =0.35A 1, or 65% of the artery is blocked.

2. Benezne flows through a circular tube with an inside diameter of 50 mm. A bar, with a smooth rounded end, has a diameter of 40 mm and partially plugs the end of the tube where the fluid is released into a tank at atmospheric pressure. Assume uniform velocity profiles throughout the system. (a) What pressure is measured by the gage? (10 points) V 1 = 7 m/s (a) Since!h=0 and p 2 =0 (gage pressure), the governing equation becomes or, From the continutity equation, we can solve for V 2 =(A 1 /A 2 )V 1 =(D 2 /(D 2 -d 2 ))V 1, where D=50 mm and d=40 mm. Plugging in these values, The pressure at point 1 is then given by (using SG benzene =0.876)

3. Two connected cylindrical chambers are filled with an incompressible fluid with SG=0.85. The chamber on the left is capped by a piston with a diameter of 10 cm. The chamber on the right has a diameter of 25 cm, and is also capped by a piston that supports the weight of a large stone block. (15 points) (a) If the cylinder and block have a total weight of 9800 N, what force must be applied to the piston on the left to hold the block at the height shown? (10 points) (b) If the block is to be raised 6 cm, how far must the piston on the left be pushed down? (3 points) (c) If some of the fluid in the left cylinder was replaced by air, would the system be more or less efficient for raising the block? Explain your answer. (2 points) F 3 m The area of the left and right cylinders is given by The pressure just below the cylinder on the right is equal to the weight of the piston and block, divided by the area That pressure is also equal to the pressure applied by the piston on the left, plus the weight of the fluid, i.e.

Solving for the force on the left gives Thus, the force applied on the left is considerably less than the weight of the cylinder and block on the right. This is the principle behind hydraulic lifts. The change in volume on the right when the piston is raised 6 cm must equal the change in volume in the left cylinder. The change in volume on the right is The distance the piston on the left must move is given by So, the force required to lift the piston and block on the right is small, but the piston on the left must be moved much further than the desired change in height on the right. The system would be less efficient. Air is compressible, so some of the force applied by the piston on the left would be used to compress the air, and less force would be transferred through the fluid to the piston on the right.

4. A cylindrical tank with diameter D is initially filled with fluid to a height of H+h 0. The fluid then exits the tank through a hole of diameter d, located a distance H above the bottom of the tank. (25 points) (a) Derive an expression for the dimensionless fluid height, h/h 0, as a function of time. (10 points) (b) Make a plot of h/h 0 versus t using D/d = 10, for values of h 0 = 0.2, 0.5 and 1 m. (3 points) (c) Make a plot of h/h 0 versus t using h 0 = 1 m, for values of D/d = 2, 5 and 10. (3 points) (d) Now, assume that the tank is continuously refilled to maintain a constant fluid height. If the fluid is ethanol, and H = 0.3 m and h 0 = 0.1 m, what will be the fluid velocity leaving the tank? (5 points) (e) For the same conditions as in (d), what is the horizontal distance from the edge of the tank that the jet of ethanol will strike the ground? (4 points) (a)

!"#$%!"! # $&'()*)$%%+#(%$,'%&-"*')%./&'0%/0%$,'%1(#2"'3%)$-$'3'0$4%5,'(' " h $ = 1! t h $ 0 # $ 2h 0 % g ' ( D / d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

Applying the Bernoulli equation between point 1 (the fluid at the top of the tank) and point 2 (just outside the hole in the tank), and making the assumptions/simplifications that p 1 =p 2 since both points are at atmospheric pressure, and that V 1 =0 since the fluid at the top of the tank is held constant, we have parallel to the ground We can use the classical equations of motion to calculate how far the fluid will travel before it hits the ground. In the downward z direction, the acceleration due to gravity is defined as - g Integrating this equation twice gives us where C1 and C2 are constants of integration. As boundary conditions, we can say that the initial velocity in the downward (z) direction is 0, implying that C1=0. Also, at t=0, the fluid is at the height of the hole. If we assign the ground to be z=0, then C2=0.3 m. The time taken for the fluid to reach the ground is then In this time, the fluid will have travelled to the right a distance of V 2 t, or

5. Water flows from a large tank and is expelled from the horizontal pipe to the right. Calculate the velocity and flow rate in the pipe. (15 points) Solution: Basic equation p V 2 gz ρ 2 const p ρ g h Q V A Assumptions: 1) Incompressible flow 2) Inviscid 3) Steady 4) Along a streamline Hence, applying Bernoulli between the free surface and the manometer location p atm ρ p ρ gh V 2 2 where we assume V Surface <<, and H = 4 m Hence p p atm ρ g H ρ V2 2 For the manometer p p atm Combining equations ρ g H ρ V2 2 SG Hg ρ g h 2 ρ g h 1 Note that we have water on one side and mercury on the other of the manometer SG Hg ρ g h 2 ρ g h 1 or V 2 g H SG Hg h 2 h 2 m Hence V 2 9.81 s 2 ( 4 13.6 0.15 0.75) m V 7.29 m s The flow rate is Q V π D2 4 Q π m 7.29 ( 0.05 m) 2 Q 0.0143 m3 4 s s