x Assume uniform density ρ and flow speed U throughout the sheet. Ignore gravity, viscosity, and surface tension. Note that pressure

Similar documents
Final 1. (25) 2. (10) 3. (10) 4. (10) 5. (10) 6. (10) TOTAL = HW = % MIDTERM = % FINAL = % COURSE GRADE =

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

FLUID MECHANICS D203 SAE SOLUTIONS TUTORIAL 2 APPLICATIONS OF BERNOULLI SELF ASSESSMENT EXERCISE 1

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

Mechanical Engineering Programme of Study

Fluid Dynamics Midterm Exam #2 November 10, 2008, 7:00-8:40 pm in CE 110

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

PROPERTIES OF FLUIDS

AEROSPACE ENGINEERING DEPARTMENT. Second Year - Second Term ( ) Fluid Mechanics & Gas Dynamics

Introduction to Aerospace Engineering

Name. Chemical Engineering 150A Mid-term Examination 1 Spring 2013

MODULE CODE: ENGG08021 INTRODUCTION TO THERMOFLUIDS. Date: 15 January 2016 Time: 10:00 12:00

10.52 Mechanics of Fluids Spring 2006 Problem Set 3

FLOW MEASUREMENT IN PIPES EXPERIMENT

V/ t = 0 p/ t = 0 ρ/ t = 0. V/ s = 0 p/ s = 0 ρ/ s = 0

s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum equations E. Pipe and other internal flow 7% of FE Morning Session I

FE Exam Fluids Review October 23, Important Concepts

Fluids. Fluids in Motion or Fluid Dynamics

Prof. Scalo Prof. Vlachos Prof. Ardekani Prof. Dabiri 08:30 09:20 A.M 10:30 11:20 A.M. 1:30 2:20 P.M. 3:30 4:20 P.M.

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

In which of the following scenarios is applying the following form of Bernoulli s equation: steady, inviscid, uniform stream of water. Ma = 0.

William В. Brower, Jr. A PRIMER IN FLUID MECHANICS. Dynamics of Flows in One Space Dimension. CRC Press Boca Raton London New York Washington, D.C.

Lesson 6 Review of fundamentals: Fluid flow

Fluid Mechanics. du dy

Fluid Mechanics - Course 123 COMPRESSIBLE FLOW

Hydraulics. B.E. (Civil), Year/Part: II/II. Tutorial solutions: Pipe flow. Tutorial 1


INTRODUCTION TO FLUID MECHANICS June 27, 2013

Chapter (6) Energy Equation and Its Applications

INSTITUTE OF AERONAUTICAL ENGINEERING Dundigal, Hyderabad AERONAUTICAL ENGINEERING QUESTION BANK : AERONAUTICAL ENGINEERING.

COURSE NUMBER: ME 321 Fluid Mechanics I 3 credit hour. Basic Equations in fluid Dynamics

Part A: 1 pts each, 10 pts total, no partial credit.

Fundamentals of Gas Dynamics (NOC16 - ME05) Assignment - 10 : Solutions

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

S.E. (Mech.) (First Sem.) EXAMINATION, (Common to Mech/Sandwich) FLUID MECHANICS (2008 PATTERN) Time : Three Hours Maximum Marks : 100

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.

Steven Burian Civil & Environmental Engineering September 25, 2013

Aerodynamics. Basic Aerodynamics. Continuity equation (mass conserved) Some thermodynamics. Energy equation (energy conserved)

Chapter Four fluid flow mass, energy, Bernoulli and momentum

Fluid Mechanics Qualifying Examination Sample Exam 2

Only if handing in. Name: Student No.: Page 2 of 7

Lecture 3 The energy equation

10 minutes reading time is allowed for this paper.

CVE 372 HYDROMECHANICS EXERCISE PROBLEMS

Convective Mass Transfer

Detailed Outline, M E 320 Fluid Flow, Spring Semester 2015

2 Internal Fluid Flow

vector H. If O is the point about which moments are desired, the angular moment about O is given:

Chapter (3) Water Flow in Pipes

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

Mass of fluid leaving per unit time

FLUID MECHANICS. Dynamics of Viscous Fluid Flow in Closed Pipe: Darcy-Weisbach equation for flow in pipes. Major and minor losses in pipe lines.

Fluid Mechanics III. 1. Dimensional analysis and similarity

Chapter 4 DYNAMICS OF FLUID FLOW

UNIT I FLUID PROPERTIES AND STATICS

Chapter 10. Solids and Fluids

ECE309 INTRODUCTION TO THERMODYNAMICS & HEAT TRANSFER. 12 June 2006

Introduction to Chemical Engineering Thermodynamics. Chapter 7. KFUPM Housam Binous CHE 303

Dimensions represent classes of units we use to describe a physical quantity. Most fluid problems involve four primary dimensions

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

Water Circuit Lab. The pressure drop along a straight pipe segment can be calculated using the following set of equations:

CHME 302 CHEMICAL ENGINEERING LABOATORY-I EXPERIMENT 302-V FREE AND FORCED CONVECTION

Applied Gas Dynamics Flow With Friction and Heat Transfer

Recap: Static Fluids

Chapter 7: External Forced Convection. Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University

BAE 820 Physical Principles of Environmental Systems

Flow Measurement in Pipes and Ducts COURSE CONTENT

Rocket Thermodynamics

Reynolds, an engineering professor in early 1880 demonstrated two different types of flow through an experiment:


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

Pressure and Flow Characteristics

Applied Fluid Mechanics

Engineering Fluid Mechanics

ACCOUNTING FOR FRICTION IN THE BERNOULLI EQUATION FOR FLOW THROUGH PIPES

A Model Answer for. Problem Set #7

Principles of Convection

Fluid: Air and water are fluids that exert forces on the human body.

4 Mechanics of Fluids (I)

Convection. forced convection when the flow is caused by external means, such as by a fan, a pump, or atmospheric winds.

Fluid Mechanics c) Orificemeter a) Viscous force, Turbulence force, Compressible force a) Turbulence force c) Integration d) The flow is rotational

Piping Systems and Flow Analysis (Chapter 3)

R09. d water surface. Prove that the depth of pressure is equal to p +.

150A Review Session 2/13/2014 Fluid Statics. Pressure acts in all directions, normal to the surrounding surfaces

Study fluid dynamics. Understanding Bernoulli s Equation.

Review of Fundamentals - Fluid Mechanics

SUPERSONIC WIND TUNNEL Project One. Charles R. O Neill School of Mechanical and Aerospace Engineering Oklahoma State University Stillwater, OK 74078

PART 1B EXPERIMENTAL ENGINEERING. SUBJECT: FLUID MECHANICS & HEAT TRANSFER LOCATION: HYDRAULICS LAB (Gnd Floor Inglis Bldg) BOUNDARY LAYERS AND DRAG

Atmospheric pressure. 9 ft. 6 ft

FACULTY OF CHEMICAL & ENERGY ENGINEERING FLUID MECHANICS LABORATORY TITLE OF EXPERIMENT: MINOR LOSSES IN PIPE (E4)

Fanno Flow. Gas Dynamics

Exam #2: Fluid Kinematics and Conservation Laws April 13, 2016, 7:00 p.m. 8:40 p.m. in CE 118

Reminder: HW #10 due Thursday, Dec 2, 11:59 p.m. (last HW that contributes to the final grade)

Tutorial 10. Boundary layer theory

CALIFORNIA POLYTECHNIC STATE UNIVERSITY Mechanical Engineering Department ME 347, Fluid Mechanics II, Winter 2018

ME 331 Homework Assignment #6

Fundamentals of Fluid Mechanics

DISCHARGE COEFFICIENT OF SMALL SONIC NOZZLES

Chapter 3 Bernoulli Equation

Visualization of flow pattern over or around immersed objects in open channel flow.

Transcription:

Ö. Savaş NAME: SOLUTIONS SID: ME 106 FLUID MECHANICS FINAL EXAM open book, notes 100 Lewis Hall, 8:00-11:00, Friday, May 11, 2007 grading chart 1(20) 2(20) 3(20) 4(20) 5(20) 6(20) total (120) YOU MUST SHOW ALL WORK, AND PRESENT ALL ANSWERS IN DIMENSIONALLY CORRECT FROM. FAILURE TO COMPLY WILL SUBSTANTIALLY REDUCE YOUR GRADE. 1.(20% - no partial credit) Suppose a thin sheet of water ρ,u y is skimming a quarter-cylindrical shell of radius R. The sheet has a thickness of a R, awidthofl and wraps the shell. x Assume uniform density ρ and flow speed U throughout the sheet. Ignore gravity, viscosity, and surface tension. Note that pressure L is atmospheric on all open surfaces in contact with air. R p p (a) Determine the pressure distribution over the curved surface. ρ,u a (b) Determine the force exerted on the shell by the water sheet. SOLUTION (a) dp dn p a = ρu2 R = P = ρau 2 /R, uniform pressure (b) Force on fluid F f = ρu(u da) =ρ(u, 0) [(U, 0) (+A, 0)] + ρ(0, U)[(0, U) (0, +A)] = (+ρu 2 A, +ρu 2 A) S where A = al is the cross-sectional area of the water sheet. Force on shell F s = F f =( ρu 2 A, ρu 2 A)=ρU 2 A( 1, 1) 1

2.(20%) Consider the spreading of a two-dimensional liquid blob (strip of liquid) on an incline under gravity. The thinning shape of the back side seems to show, in long time, an asymptotic behavior which depends on the viscosity, the angle α; thatis h = h(x, t;, g, α) g y h(x,t) α x Ignore surface tension. Based on dimensional analysis, how many dimensionless numbers are relevant to this problem. Determine all of them. (4+16) Extra Credit(20%): Based on your intuition, your experience in boundary layers, and that the flow is a balance between viscous diffusion and convection, can you guess the (similarity) solution? Answer: ) (Π 1, Π 2, Π 3, Π 4 = Analytic solution: h = gsinα x t ( h x, t x 2, x gt 2,α ) Π 2 Π 3 = Π 1 = sinπ 4 2

3.(20%) Determine the power needed to pump Q = 30 liters/second water from the reservoir in the figure. Inlet pressure to the pump and the discharge pressure at the ends of the branches are all atmospheric. All pipes are smooth. How much would the pumping power be reduced if the discharges were slowed down to nearly stagnant state using perfect diffusers. Ignore all minor losses. (15+5) g pump Q main line upper branch lower branch z l z u Main line: 10cm diameter, 300m-long. Lower branch: 5cm diameter, 250m-long, discharging at 20m elevation. Upper branch: 5cm diameter, 200m-long, discharging at 60m elevation. Equal flow rates in the branches, hence the same Re throughout. U = 4Q πd 2 Re = Ud = 4Q πd p 1 ρ + 1 2 U 1 2 + gz 1 = p 2 ρ + 1 2 U 2 2 + gz 2 + h l h l = f L d U 2 2 Main Line Upper Branch Lower Branch Smooth pipe Smooth pipe Smooth pipe L(m) 300 200 250 D(m) 0.10 0.05 0.05 ɛ = e/d 0 0 0 z(m) 0 60 20 Q(m 3 /s) 0.030 0.015 0.015 u(m/s) =4Q/πd 2 3.82 7.64 7.64 Re = Ud/(10 5 ) 3.82 3.82 3.82 f 0.0135 0.0135 0.0135 [ f 2g L D u2 + z] (m) 30.1 220.7 220.8 Ẇ = ṁ p pump = ṁ( p m + p abranch )=ρq m g( h m + h abranch )=ρq m g(30.1 + 220.7) = 74kW Ẇ diff = ρ(q u u 2 u + q l u 2 l )/2 =0.88kW 3

4.(20%) Consider a wind surfer on the bay who is sailing arigwith9.0m 2 sail area, approximately 2.0 meters wide and 4.5 meters high. The surfer feels a head wind speed of about 8 m/s. Estimate the skin friction drag on the sail assuming (a) laminar flow, (b) turbulent flow. Estimate the laminar boundary layer thickness at the middle of the sail. (For reference, the world wind surfing speed record is 25 m/s set in 2005.) (8+8+4) 4.5 m 2 m 8 m/s Re L = UL (a) Laminar Flow (Equation 135 or 143) = 800 200 0.15 =1.07 10 6 Considering both sides of the sail 2D =2 C D =1.328Re 0.5 l =1.328 (1.07 10 6 ) 0.5 =1.29 10 3 = ( ) 1 2 ρu 2 A C D =2 ( ) 1 2 1.205 82 9 1.29 10 3 N =2 (0.45) N =0.9N Laminar boundary layer thickness at mid-point δ =5.0 x/u =5 0.15 100/800 cm =0.7cm (b) Turbulent Flow (Equation 144) C f =0.074 Re 1/5 l =0.074 (1.07 10 6 ) 1/5 =4.61 10 3 = ( ) ( ) 1 1 2D =2 2 ρu 2 A C f =2 2 1.205 82 9 4.61 10 3 N =2 (1.6) N =3.2N The flow is most likely transitional, therefore to define a boundary layer thickness is not of much use. 4

5.(20%) Consider a converging/diverging nozzle where the flow is choked. The area ratio is normal shock at exit plane A t A e =0.6 A normal shock wave sits at the exit plane. Determine the pressure ratio p e /p o. p o A t throat A e pe A t /A e =0.6 = M 1 =2= for isentropic flow p 1 /p o =0.13, and for the shock M 2 =0.58, p 2 /p 1 =4.5 p e p o = p 1 p o p 2 p 1 =0.13 4.5 =0.58 5

6.(20%) Below is a common warning sign seen on the cowling of all jet engines. Its a warning designed to alert ground crews to areas where the influence of the engine poses a danger. Based on your understand of fluid dynamics, explain why the inlet (right) and exhaust (left) warning areas are those shapes. (10+10) WARNING Stand clear of Hazard areas while engine is running exhaust engine inlet INLET: Potential flow, sink flow, sucks in from all directions when not moving, no separation. EXHAUST: Separated flow, well directed jet, with little influence around except for a small entrainment velocity.