NOTES: Marking Scheme five questions out of nine (all questions cany 20 marks) 5. (a) 10 marks, (b) 10 marks

Size: px
Start display at page:

Download "NOTES: Marking Scheme five questions out of nine (all questions cany 20 marks) 5. (a) 10 marks, (b) 10 marks"

Transcription

1 National Exams May Agric-Ali, Physical Properties of Biological Materials 3 hours duration NOTES: 1. If doubt cxi.st.s as to the interpretation of any question, the candidate is urged to submit with the answer paper, a clear statement of any assumptions made. 2. This is a CI,OSED BOOK EXAM. Approved calculator is permitted. One aid sheet allowed written on both sides. 3. FIVE (5) questions constitute a complete exam paper. The first five questions as they appear in the answer book will be marked. 4. Marks for each question are given. 5. Some questions require an answer in essay format. Clarity and organization of the answer are important. Be brief, too the point and concise. Marking Scheme five questions out of nine (all questions cany 20 marks) l. 20 marks total 2. (a) 10 marks, (b) 10 marks marks total 4. (a) 6 marks, (b) 6 marks, (c) 8 marks 5. (a) 10 marks, (b) 10 marks 6. (a) 10 marks, (b) 5 marks, (c) 5 marks 7. (a) 12 marks, (b) 8 marks 8. (a) 4 marks, (b) 6 marks, (c) 3 marks, (d) 7 marks 9. (a) 4.5 marks, (b) 4,5 marks, (c) 3 marks, (d) 5 marks, (e) 3 marks 04-Agric-A6 May 2016 Page 1 t~/6

2 Do any 5 questions l. T he specific heat of a 12% moisture yellow-dent corn was determined using a thermos hottle as a calorimeter. The mass of the thermos was 54.5 g and the mass of the grain sample waq 90 g. The thermos and corn were first heated to 73 C and then 255 g of water at 21 C was poured into the thermos. When the system was sealed and at equilibrium its tempcratuce was 30 C. If the speci fie heat of the thermos was kj/(kg K.) and of water was kj/(kg K), determine the specific heat of the corn using the method of mixtures. (20 marks) 2. Using bench scale laboratory tests, or batch equipment tests, how would you determine or estimate the following: (a) The thermal conductivity and diffusivity of a food product. (10 marks) (b) The maximum tolerable freezing rate in terms of some frozen. product quality attributes. (10 marks) 3. A rotational narrow gap viscometer, with a spring constant equivalent to 7187 dynes/cm foll scale reading on the indicator, is used on a viscometer with 1 cm outside diameter (OD) for the inner cylinder and 1.5 cm inside diameter (ID) for the outer cylinder. The cylinders are 6 cn.1 high. Assume that end effects are negligible. The following readings, as a percentage of full scale on the indicator, were obtained at various spindle speeds for a food product. Determine the flow behaviour index (n) and consislency coefficient (b) of the fod. Speed (N), rpm Torque indicated (% full scale) IO Use log-log graph paper or ordinary graph provided. (20 marks) 4. (a) Sketch the recovery of fluid viscosity vs. time dtrri.ng agitation at a very low shear rate fo llowing rapid agitation. Distinguish between flui ds that recover consistency and those that do not. (6 marks) (b) What is the rate of strain (db /dt, e is strain and tis time)? Is il dimensionally similar to t:iv/t:iy (shear rate for viscosity, vis velocity and y is displacement)? Why? (6 marks) (c) The proportionality constants between stress and strain are called moduli (M), i.e. M = stress/strain. Define in words and then in symbols, the following moduli: modulus of rigidity, modulus of elasticity, bulk modulus and modulus of compressibility. (8 marks) 5. (a) Sketch a typical General Food Textural Profile curve for a food product which also shows adhesiveness. Label the curve with the primary textural parameters and areas under the curve. Define in formula form cohesiveness, gumminess and chewiness. (l 0 marks) 04-Agric-Afi May 2016 Page 2 of fi

3 (b) Sketch a force-deformation curve for 2 cycles compression for a small strain, i.e. 10%. Assume all plastic changes have vanished after the tirsl compression. cycle. Sta.rt the curve for the second compression cycle at the end of the displacement for the first cycle. Label the stress at l 0% compression, the degree of elasticity, the mechanical hysteresis loss m1d the secant modulus of deforrnability and elasticity. (I 0 marks) 6. (a) What would be the non-newtonian class of a bio-mater1al in a laminar flow pipdine if the pressure drop/pipe length versus pipe length were (a) linearly decrca~ing, (b) exponentially increasing, and (c) exponentially decaying? (10 marks) (b) Explain Kelvin model to analyse creep bchaviom data of a food product. (5 marks) ( c) Sketch a shear stress vs. shear rate diagram for a pseudoplastic fluid over a range from creeping flow to very high shear rates. Show when a Newtonian-like behavior is to be expected. Brie11y explain why? (5 marks) 7a. Given the following size analysis of a sample, calculate length mean particle diameter, and volume mean particle diameter. D p =mean particle diameter, N = number of partides. (12 marks) Dpii...I:!!!! N -.! ND -~ID JO 15 N D.i ~~ ND 1 -!-Ill 7b. Define drag coefficient, frictional drag and terminal velocity in aerodynamic characteristics of particles. (8 marks) 8. (a) Define the surface and interfacial tension ofliquid foods. (4 marks) (b) Define lhe work of cohesion and adhesion, and spreading coefficient or liquid foods. (6 marks) (c) What is the effect of temperature on surface tension of a liquid food? (3 marks) ( d) Explain capillary pull (du Nouy surface tension balance) method of mca<>uring surface tension of a liquid food. (7 marks) 04-Agric-A6 May 2016 Page 3 of6

4 9. (a) List 3 methods of measuring volume ofa fruit product. (4.5 marks) (b) List 3 methods of porosity measurement of a fried food product. (4.5 marks) (c) List 2 methods of measuring surface area of a vegetable product. (3 marks) ( d) How could you use a freezing point depression to monitor the solids concentration of a beverage? (5 marks) ( e) Give a conceptual view of why the addition of a solute in a liquid lowers its vapour pressure. (3 marks) 04-Agric-A6 liday 2016 Page 4 of6

5 a-uo l.ocl.ritlimic 1.\2 C'l'CL.ES S?EClfY faacu<c OR OR""''~ PAP~ R ir GM"'1>ilC ~N U"C7-.S r.4n.,'.)ia : 10...:i,l.... ;..A(>... -._..., ;..... ):---' 'i :Ft-'.::+.l-... i... -: _.: _... :.. ~:;;;:, ~

6 ~... ;., ~. - j I...-' : J J_.J,.j - "!.! l ; i. ' ' : : :. - -j : ;......,..... "i -..-; _... : -- -!----:---,---~.. i... ;- -;...; ,!t - -- ~1-- -.'..,. i I i I - i ' :: '- ---~ f : l - -!---;--- --~-._..... j ) t i i ; ; t i.i I : i. l J...-L... L... L._J ;...,...i... L._.i.,,., \ I l. ' l '.... ; "i"' ---~ ~ " --- ;..._ i --- -$ r- -- i !---.. ~... --;~- - : i ~ r ~ 1', I: i! '. _._.... ' 1 - _ _ -_.-. " _ - _ ~--...._.._'... = ~ : r J : : _:_..!.! : ; j _,,, _ J. - ' ~ : L....1 I i t i ' i ; i t ' i ' ) ' [ I i ' l i. l! J!! : i! ~!/ - - ::.: --- 1;--- ~.: - -,!i._ ~- -...!-.. ; _ i ~ -...,... - I- - -l --.: ~. --.._. - ~ -. --:----;. L- 1.. i... l..- -~ --..!. _j I.J... L..., ' --- _ r~:--~~~-~~ ; ~ - -- :- ---I~..T ~~1.=~-i=-.. c. _ : : l _ --- r r----,-- -1, ---,- ----;-.. --; ~, r -- -r...!....: J....! _j j._... i... J J _._! rr I, i i ;, _: ~- _ i L._J_._ :!....i. 1, 1 - r... --f - --,- --..: ~----- i t, :!,! i t.~-- --.i.... :.; +... ;l~...._i --;,j > - ;... i ~... ;,! ! l - ":. :...;....!!: i.,.... _ '-- 1 _ ,-..-~... i...: r --l r-- -,----r-- c T ; -! :,,... t ,... " "j,. I ', i i '. r. ~ - r -...., ~ j , : ; i---i-... r.... _r- -- ~ !...., I ~ -. --r ,.. i_.l_.j..... L r - -, -.. ; - :..., ; T ~--r ---: -- :.-t-- j., i L.....) _... _. 1 1 J _ tl...-rl... L.... j... J... _.L... J..!..... i i'...) L...! i! I : ; 1,. ' ; ' 1 r 1 : 1 i l '. 1 i I ; ' l 1 ; i I! I l l LI I l I '! : :-p-r-; r T r ---i ---i l- -r---t r-r-r- T-1---r- - i :- -r---fl=t T ~l,=.-.~r-~1- -! =+~ r : : :-~-- 1~ : _ tr~1~-t~f : ~~!~t :~ :=f~r-f~, :~J 0! : -"' ";--' :- - '- - -,-, - - f r ,-. - ; '" --1--~ ~-- -' L.. i! ' I,_.. I c _..... L_.J,,_.,! _ r-- ~ ~...,.._J l......, !.. L....!- - - f l.-. '. _j ~! J.!.~ , '! ' '... ~ - ;... 1 =... ' J. -- ' i I I.. J......'.. t I..!...! !,... ; i "... ~.. ; - i. I ; l ~ ,!.

National Exams May Agric-A6, Physical Properties of Biological Materials. 3 hours duration NOTES:

National Exams May Agric-A6, Physical Properties of Biological Materials. 3 hours duration NOTES: National Exams May 206 04AgricA6 Physical Properties of Biological Materials 3 hours duration NOTES If doubt exists as to the interpretation of any question the candidate is urged to submit with the answer

More information

Introduction to Marine Hydrodynamics

Introduction to Marine Hydrodynamics 1896 1920 1987 2006 Introduction to Marine Hydrodynamics (NA235) Department of Naval Architecture and Ocean Engineering School of Naval Architecture, Ocean & Civil Engineering First Assignment The first

More information

Liquids and solids are essentially incompressible substances and the variation of their density with pressure is usually negligible.

Liquids and solids are essentially incompressible substances and the variation of their density with pressure is usually negligible. Properties of Fluids Intensive properties are those that are independent of the mass of a system i.e. temperature, pressure and density. Extensive properties are those whose values depend on the size of

More information

4/14/11. Chapter 12 Static equilibrium and Elasticity Lecture 2. Condition for static equilibrium. Stability An object is in equilibrium:

4/14/11. Chapter 12 Static equilibrium and Elasticity Lecture 2. Condition for static equilibrium. Stability An object is in equilibrium: About Midterm Exam 3 When and where Thurs April 21 th, 5:45-7:00 pm Rooms: Same as Exam I and II, See course webpage. Your TA will give a brief review during the discussion session. Coverage: Chapts 9

More information

National Exams May 2015

National Exams May 2015 National Exams May 2015 04-BS-6: Mechanics of Materials 3 hours duration Notes: If doubt exists as to the interpretation of any question, the candidate is urged to submit with the answer paper a clear

More information

Lecture 7: Rheology and milli microfluidic

Lecture 7: Rheology and milli microfluidic 1 and milli microfluidic Introduction In this chapter, we come back to the notion of viscosity, introduced in its simplest form in the chapter 2. We saw that the deformation of a Newtonian fluid under

More information

Fluid Mechanics Introduction

Fluid Mechanics Introduction Fluid Mechanics Introduction Fluid mechanics study the fluid under all conditions of rest and motion. Its approach is analytical, mathematical, and empirical (experimental and observation). Fluid can be

More information

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland Agricultural Science 1B Principles & Processes in Agriculture Mike Wheatland (m.wheatland@physics.usyd.edu.au) Outline - Lectures weeks 9-12 Chapter 6: Balance in nature - description of energy balance

More information

1. The Properties of Fluids

1. The Properties of Fluids 1. The Properties of Fluids [This material relates predominantly to modules ELP034, ELP035] 1.1 Fluids 1.1 Fluids 1.2 Newton s Law of Viscosity 1.3 Fluids Vs Solids 1.4 Liquids Vs Gases 1.5 Causes of viscosity

More information

1. Introduction, fluid properties (1.1, 2.8, 4.1, and handouts)

1. Introduction, fluid properties (1.1, 2.8, 4.1, and handouts) 1. Introduction, fluid properties (1.1, 2.8, 4.1, and handouts) Introduction, general information Course overview Fluids as a continuum Density Compressibility Viscosity Exercises: A1 Fluid mechanics Fluid

More information

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

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 Fundamentals of Engineering (FE) Exam General Section Steven Burian Civil & Environmental Engineering October 26, 2010 s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum

More information

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 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 3 i i 2 1 INTRODUCTION Property:

More information

Further Applications of Newton s Laws - Friction Static and Kinetic Friction

Further Applications of Newton s Laws - Friction Static and Kinetic Friction urther pplications of Newton s Laws - riction Static and Kinetic riction The normal force is related to friction. When two surfaces slid over one another, they experience a force do to microscopic contact

More information

PHYS 101 Lecture 34 - Physical properties of matter 34-1

PHYS 101 Lecture 34 - Physical properties of matter 34-1 PHYS 101 Lecture 34 - Physical properties of matter 34-1 Lecture 34 - Physical properties of matter What s important: thermal expansion elastic moduli Demonstrations: heated wire; ball and ring; rulers

More information

Homework of chapter (1) (Solution)

Homework of chapter (1) (Solution) بسم اهلل الرمحن الرحيم The Islamic University of Gaza, Civil Engineering Department, Fluid mechanics-discussion, Instructor: Dr. Khalil M. Al Astal T.A: Eng. Mohammed H El Nazli Eng. Sarah R Rostom First

More information

Lecture 7 Constitutive Behavior of Asphalt Concrete

Lecture 7 Constitutive Behavior of Asphalt Concrete Lecture 7 Constitutive Behavior of Asphalt Concrete What is a Constitutive Model? A constitutive model or constitutive equation is a relation between two physical quantities that is specific to a material

More information

Fluid Mechanics 3502 Day 1, Spring 2018

Fluid Mechanics 3502 Day 1, Spring 2018 Instructor Fluid Mechanics 3502 Day 1, Spring 2018 Dr. Michele Guala, Civil Eng. Department UMN Office hours: (Tue -?) CEGE 162 9:30-10:30? Tue Thu CEGE phone (612) 626-7843 (Mon,Wed,Fr) SAFL, 2 third

More information

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch Fluid Mechanics By Ashish J. Modi Lecturer, Department t of Mechanical Engineering, i SVMIT, Bharuch Review of fundamentals Properties of Fluids Introduction Any characteristic of a system is called a

More information

Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr.

Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr. Reading Assignments Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr. Sert) Study Set 1 You can find the answers of some of the following

More information

Fluids and their Properties

Fluids and their Properties Chapter (1) Fluids and their Properties Dr. KHALIL MAHMOUD ALASTAL Eng.Mohammed AbuRahma Eng.Reem Sbaih 2017 Newton s Law of Viscosity: - / Non-Newtonian Fluids: - Mass Density: - / Specific weight: -

More information

CHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude.

CHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude. CHARACTERISTIC OF FLUIDS A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude. In a fluid at rest, normal stress is called pressure. 1 Dimensions,

More information

Steven Burian Civil & Environmental Engineering September 25, 2013

Steven Burian Civil & Environmental Engineering September 25, 2013 Fundamentals of Engineering (FE) Exam Mechanics Steven Burian Civil & Environmental Engineering September 25, 2013 s and FE Morning ( Mechanics) A. Flow measurement 7% of FE Morning B. properties Session

More information

We may have a general idea that a solid is hard and a fluid is soft. This is not satisfactory from

We may have a general idea that a solid is hard and a fluid is soft. This is not satisfactory from Chapter 1. Introduction 1.1 Some Characteristics of Fluids We may have a general idea that a solid is hard and a fluid is soft. This is not satisfactory from scientific or engineering point of view. In

More information

Fluid Mechanics II Viscosity and shear stresses

Fluid Mechanics II Viscosity and shear stresses Fluid Mechanics II Viscosity and shear stresses Shear stresses in a Newtonian fluid A fluid at rest can not resist shearing forces. Under the action of such forces it deforms continuously, however small

More information

Contents. Preface XIII. 1 General Introduction 1 References 6

Contents. Preface XIII. 1 General Introduction 1 References 6 VII Contents Preface XIII 1 General Introduction 1 References 6 2 Interparticle Interactions and Their Combination 7 2.1 Hard-Sphere Interaction 7 2.2 Soft or Electrostatic Interaction 7 2.3 Steric Interaction

More information

Equilibrium. the linear momentum,, of the center of mass is constant

Equilibrium. the linear momentum,, of the center of mass is constant Equilibrium is the state of an object where: Equilibrium the linear momentum,, of the center of mass is constant Feb. 19, 2018 the angular momentum,, about the its center of mass, or any other point, is

More information

Chapter 12. Static Equilibrium and Elasticity

Chapter 12. Static Equilibrium and Elasticity Chapter 12 Static Equilibrium and Elasticity Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular velocity relative to an observer in an inertial

More information

HYDRAULICS STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL HYDRAULICS

HYDRAULICS STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL HYDRAULICS 1 STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL Syllabus Hydraulics ( Fluid Mechanics ) Fluid properties, hydrostatics, measurements of flow, Bernoulli's theorem and its application, flow

More information

LECTURE 5 - Wave Equation Hrvoje Tkalčić " 2 # & 2 #

LECTURE 5 - Wave Equation Hrvoje Tkalčić  2 # & 2 # LECTURE 5 - Wave Equation Hrvoje Tkalčić " 2 # "t = ( $ + 2µ ) & 2 # 2 % " 2 (& ' u r ) = µ "t 2 % & 2 (& ' u r ) *** N.B. The material presented in these lectures is from the principal textbooks, other

More information

Class XI Chapter 9 Mechanical Properties of Solids Physics

Class XI Chapter 9 Mechanical Properties of Solids Physics Book Name: NCERT Solutions Question : A steel wire of length 4.7 m and cross-sectional area 5 3.0 0 m stretches by the same 5 amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 0 m

More information

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus Case study 2 In field of Physics, it explains how an object deforms under an applied force Real rigid bodies are elastic we can

More information

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY Spring 2006 Final Examination STUDENT S NAME (please print) STUDENT S SIGNATURE STUDENT NUMBER IDE 110 CLASS SECTION INSTRUCTOR S NAME Do not turn this page until instructed to start. Write your name on

More information

Boundary Conditions in Fluid Mechanics

Boundary Conditions in Fluid Mechanics Boundary Conditions in Fluid Mechanics R. Shankar Subramanian Department of Chemical and Biomolecular Engineering Clarkson University The governing equations for the velocity and pressure fields are partial

More information

Chapter 9: Solids and Fluids

Chapter 9: Solids and Fluids Chapter 9: Solids and Fluids State of matters: Solid, Liquid, Gas and Plasma. Solids Has definite volume and shape Can be crystalline or amorphous Molecules are held in specific locations by electrical

More information

(Refer Slide Time: 2:14)

(Refer Slide Time: 2:14) Fluid Dynamics And Turbo Machines. Professor Dr Shamit Bakshi. Department Of Mechanical Engineering. Indian Institute Of Technology Madras. Part A. Module-1. Lecture-3. Introduction To Fluid Flow. (Refer

More information

MECHANICAL PROPERTIES

MECHANICAL PROPERTIES MECHANICAL PROPERTIES Rheology S.C. BAYNE, 1 J.Y. Thompson 2 1 University of Michigan School of Dentistry, Ann Arbor, MI 48109-1078 sbayne@umich.edu 2 Nova Southeastern College of Dental Medicine, Ft.

More information

Chapter 1 Fluid Characteristics

Chapter 1 Fluid Characteristics Chapter 1 Fluid Characteristics 1.1 Introduction 1.1.1 Phases Solid increasing increasing spacing and intermolecular liquid latitude of cohesive Fluid gas (vapor) molecular force plasma motion 1.1.2 Fluidity

More information

Interfacial Shear Rheology of Films Formed by Coffee

Interfacial Shear Rheology of Films Formed by Coffee ANNUAL TRANSACTIONS OF THE NORDIC RHEOLOGY SOCIETY, VOL. 16, 2008 Interfacial Shear Rheology of Films Formed by Coffee Patrick Heyer, Jörg Läuger Anton Paar Germany GmbH, Helmuth-Hirth-Strasse 6, 73760

More information

TOPIC LEARNING OUTCOMES REMARKS HOUR

TOPIC LEARNING OUTCOMES REMARKS HOUR .0 PHYSICAL QUANTITIES AND MEASUREMENTS At the end of this topic, students should be able to: 5. Physical Quantities and Units a) List out the basic quantities and their respective SI units: length (m),

More information

Physics 141 Rotational Motion 2 Page 1. Rotational Motion 2

Physics 141 Rotational Motion 2 Page 1. Rotational Motion 2 Physics 141 Rotational Motion 2 Page 1 Rotational Motion 2 Right handers, go over there, left handers over here. The rest of you, come with me.! Yogi Berra Torque Motion of a rigid body, like motion of

More information

Linear Elasticity ( ) Objectives. Equipment. Introduction. ε is then

Linear Elasticity ( ) Objectives. Equipment. Introduction. ε is then Linear Elasticity Objectives In this lab you will measure the Young s Modulus of a steel wire. In the process, you will gain an understanding of the concepts of stress and strain. Equipment Young s Modulus

More information

Fluid Mechanics Qualifying Examination Sample Exam 2

Fluid Mechanics Qualifying Examination Sample Exam 2 Fluid Mechanics Qualifying Examination Sample Exam 2 Allotted Time: 3 Hours The exam is closed book and closed notes. Students are allowed one (double-sided) formula sheet. There are five questions on

More information

PHYSICS. Course Structure. Unit Topics Marks. Physical World and Measurement. 1 Physical World. 2 Units and Measurements.

PHYSICS. Course Structure. Unit Topics Marks. Physical World and Measurement. 1 Physical World. 2 Units and Measurements. PHYSICS Course Structure Unit Topics Marks I Physical World and Measurement 1 Physical World 2 Units and Measurements II Kinematics 3 Motion in a Straight Line 23 4 Motion in a Plane III Laws of Motion

More information

CHAPTER 1 Fluids and their Properties

CHAPTER 1 Fluids and their Properties FLUID MECHANICS Gaza CHAPTER 1 Fluids and their Properties Dr. Khalil Mahmoud ALASTAL Objectives of this Chapter: Define the nature of a fluid. Show where fluid mechanics concepts are common with those

More information

Polymerization Technology Laboratory Course

Polymerization Technology Laboratory Course Polymerization Technology Laboratory Course Viscometry/Rheometry Tasks 1. Comparison of the flow behavior of polystyrene- solution and dispersion systems 2. Determination of the flow behaviour of polyvinylalcohol

More information

Lecture 5. Rheology. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm

Lecture 5. Rheology. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm Lecture 5 Rheology Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton; unless noted otherwise Rheology is... the study of deformation and flow of

More information

MECHANICAL CHARACTERISTICS OF STARCH BASED ELECTRORHEOLOGICAL FLUIDS

MECHANICAL CHARACTERISTICS OF STARCH BASED ELECTRORHEOLOGICAL FLUIDS 8 th International Machine Design and Production Conference 427 September 9-11, 1998 Ankara TURKEY ABSTRACT MECHANICAL CHARACTERISTICS OF STARCH BASED ELECTRORHEOLOGICAL FLUIDS E. R. TOPCU * and S. KAPUCU

More information

This chapter is a study of the shear stress as a function of the shear rate for Newtonian and non-newtonian biological materials.

This chapter is a study of the shear stress as a function of the shear rate for Newtonian and non-newtonian biological materials. Lecture 10 and Flow (Ch. 6) This chapter is a study of the shear stress as a function of the shear rate for Newtonian and non-newtonian biological materials. 1 Lecture 10 and Flow (Ch. 6) When a fluid

More information

Review for Exam #1. Review of Mathematics. Weighted Mean

Review for Exam #1. Review of Mathematics. Weighted Mean Review for Exam #1 Review of Mathematics Weighted Mean A certain property of material 1 is P 1 and that of material is P If x 1 amount (weight or volume) of material 1 is mixed with x amount of material,

More information

Modelling of dispersed, multicomponent, multiphase flows in resource industries. Section 3: Examples of analyses conducted for Newtonian fluids

Modelling of dispersed, multicomponent, multiphase flows in resource industries. Section 3: Examples of analyses conducted for Newtonian fluids Modelling of dispersed, multicomponent, multiphase flows in resource industries Section 3: Examples of analyses conducted for Newtonian fluids Globex Julmester 017 Lecture # 04 July 017 Agenda Lecture

More information

1 FLUIDS AND THEIR PROPERTIES

1 FLUIDS AND THEIR PROPERTIES FLUID MECHANICS CONTENTS CHAPTER DESCRIPTION PAGE NO 1 FLUIDS AND THEIR PROPERTIES PART A NOTES 1.1 Introduction 1.2 Fluids 1.3 Newton s Law of Viscosity 1.4 The Continuum Concept of a Fluid 1.5 Types

More information

DIVIDED SYLLABUS ( ) - CLASS XI PHYSICS (CODE 042) COURSE STRUCTURE APRIL

DIVIDED SYLLABUS ( ) - CLASS XI PHYSICS (CODE 042) COURSE STRUCTURE APRIL DIVIDED SYLLABUS (2015-16 ) - CLASS XI PHYSICS (CODE 042) COURSE STRUCTURE APRIL Unit I: Physical World and Measurement Physics Need for measurement: Units of measurement; systems of units; SI units, fundamental

More information

Review of Mathematics

Review of Mathematics Review for Exam #1 Review of Mathematics 2 Weighted Mean A certain property of material 1 is P 1 and that of material 2 is P 2 If x 1 amount (weight or volume) of material 1 is mixed with x 2 amount of

More information

Viscoelasticity. Basic Notions & Examples. Formalism for Linear Viscoelasticity. Simple Models & Mechanical Analogies. Non-linear behavior

Viscoelasticity. Basic Notions & Examples. Formalism for Linear Viscoelasticity. Simple Models & Mechanical Analogies. Non-linear behavior Viscoelasticity Basic Notions & Examples Formalism for Linear Viscoelasticity Simple Models & Mechanical Analogies Non-linear behavior Viscoelastic Behavior Generic Viscoelasticity: exhibition of both

More information

National Exams May 2016

National Exams May 2016 National Exams May 2016 98-Pet-A3, Fundamental Reservoir Engineering 3 hours duration NOTES: I. If doubt exists as to the interpretation of any question, the candidate is urged to submit with tile answer

More information

The principals of rheology In pharmaceutical technology

The principals of rheology In pharmaceutical technology The principals of rheology In pharmaceutical technology Dr. Aleksandar Széchenyi University of Pécs Gyógyszertechnológiai és Biofarmáciai Intézet Institute of Pharmaceutical Technology and Biopharmacy

More information

INTRODUCTION DEFINITION OF FLUID. U p F FLUID IS A SUBSTANCE THAT CAN NOT SUPPORT SHEAR FORCES OF ANY MAGNITUDE WITHOUT CONTINUOUS DEFORMATION

INTRODUCTION DEFINITION OF FLUID. U p F FLUID IS A SUBSTANCE THAT CAN NOT SUPPORT SHEAR FORCES OF ANY MAGNITUDE WITHOUT CONTINUOUS DEFORMATION INTRODUCTION DEFINITION OF FLUID plate solid F at t = 0 t > 0 = F/A plate U p F fluid t 0 t 1 t 2 t 3 FLUID IS A SUBSTANCE THAT CAN NOT SUPPORT SHEAR FORCES OF ANY MAGNITUDE WITHOUT CONTINUOUS DEFORMATION

More information

Review of Fluid Mechanics

Review of Fluid Mechanics Chapter 3 Review of Fluid Mechanics 3.1 Units and Basic Definitions Newton s Second law forms the basis of all units of measurement. For a particle of mass m subjected to a resultant force F the law may

More information

BME 419/519 Hernandez 2002

BME 419/519 Hernandez 2002 Vascular Biology 2 - Hemodynamics A. Flow relationships : some basic definitions Q v = A v = velocity, Q = flow rate A = cross sectional area Ohm s Law for fluids: Flow is driven by a pressure gradient

More information

Elements of Rock Mechanics

Elements of Rock Mechanics Elements of Rock Mechanics Stress and strain Creep Constitutive equation Hooke's law Empirical relations Effects of porosity and fluids Anelasticity and viscoelasticity Reading: Shearer, 3 Stress Consider

More information

Continuum Mechanics. Continuum Mechanics and Constitutive Equations

Continuum Mechanics. Continuum Mechanics and Constitutive Equations Continuum Mechanics Continuum Mechanics and Constitutive Equations Continuum mechanics pertains to the description of mechanical behavior of materials under the assumption that the material is a uniform

More information

Pharmaceutics I. Unit 6 Rheology of suspensions

Pharmaceutics I. Unit 6 Rheology of suspensions Pharmaceutics I اينالديصيدلينيات 1 Unit 6 Rheology of suspensions 1 Rheology, the science of the flow or deformation of matter (liquid or soft solid) under the effect of an applied force. It addresses

More information

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

Fundamentals of Fluid Dynamics: Elementary Viscous Flow Fundamentals of Fluid Dynamics: Elementary Viscous Flow Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research

More information

REE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics

REE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics REE 307 - Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics 1. Is the following flows physically possible, that is, satisfy the continuity equation? Substitute the expressions for

More information

Structure of the Comprehensive Examination in the ME Department. For circulation to students

Structure of the Comprehensive Examination in the ME Department. For circulation to students Structure of the Comprehensive Examination in the ME Department For circulation to students i. The qualifying exams will be held up to 3 times every year. ii. Generally, the qualifying examination will

More information

GAME PHYSICS (INFOMGP) FINAL EXAM

GAME PHYSICS (INFOMGP) FINAL EXAM GAME PHYSICS (INFOMGP) FINAL EXAM 15/JUN/ 016 LECTURER: AMIR VAXMAN Student name: Student number: This exam is 3 hours long and consists of 5 exercises. The points add up to 100. Answer only in English.

More information

Chapter 9. Solids and Fluids. States of Matter. Solid. Liquid. Gas

Chapter 9. Solids and Fluids. States of Matter. Solid. Liquid. Gas Chapter 9 States of Matter Solids and Fluids Solid Liquid Gas Plasma Solids Have definite volume Have definite shape Molecules are held in specific locations By electrical forces Vibrate about equilibrium

More information

MM303 FLUID MECHANICS I PROBLEM SET 1 (CHAPTER 2) FALL v=by 2 =-6 (1/2) 2 = -3/2 m/s

MM303 FLUID MECHANICS I PROBLEM SET 1 (CHAPTER 2) FALL v=by 2 =-6 (1/2) 2 = -3/2 m/s MM303 FLUID MECHANICS I PROBLEM SET 1 (CHAPTER ) FALL 018 1) For the velocity fields given below, determine: i) Whether the flow field is one-, two-, or three-dimensional, and why. ii) Whether the flow

More information

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer You are assigned to design a fallingcylinder viscometer to measure the viscosity of Newtonian liquids. A schematic

More information

Chapter 13 ELASTIC PROPERTIES OF MATERIALS

Chapter 13 ELASTIC PROPERTIES OF MATERIALS Physics Including Human Applications 280 Chapter 13 ELASTIC PROPERTIES OF MATERIALS GOALS When you have mastered the contents of this chapter, you will be able to achieve the following goals: Definitions

More information

Lab 5: Introduction to fluids

Lab 5: Introduction to fluids Lab 5: Introduction to fluids Bio427 Biomechanics In this lab we will explore some of the biologically interesting properties of fluids, including viscosity and surface tension. There will be several workstations

More information

Chapter 9. Solids and Fluids

Chapter 9. Solids and Fluids Chapter 9 Solids and Fluids States of Matter Solid Liquid Gas Plasma Solids Have definite volume Have definite shape Molecules are held in specific locations By electrical forces Vibrate about equilibrium

More information

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material?

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material? Question. A steel wire of length 4.7 m and cross-sectional area 3.0 x 10-5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 x 10-5 m 2 under a given load.

More information

Fluid Properties and Units

Fluid Properties and Units Fluid Properties and Units CVEN 311 Continuum Continuum All materials, solid or fluid, are composed of molecules discretely spread and in continuous motion. However, in dealing with fluid-flow flow relations

More information

Contents. I Introduction 1. Preface. xiii

Contents. I Introduction 1. Preface. xiii Contents Preface xiii I Introduction 1 1 Continuous matter 3 1.1 Molecules................................ 4 1.2 The continuum approximation.................... 6 1.3 Newtonian mechanics.........................

More information

Modelling of dispersed, multicomponent, multiphase flows in resource industries Section 4: Non-Newtonian fluids and rheometry (PART 1)

Modelling of dispersed, multicomponent, multiphase flows in resource industries Section 4: Non-Newtonian fluids and rheometry (PART 1) Modelling of dispersed, multicomponent, multiphase flows in resource industries Section 4: Non-Newtonian fluids and rheometry (PART 1) Globex Julmester 2017 Lecture #3 05 July 2017 Agenda Lecture #3 Section

More information

Question 9.1: A steel wire of length 4.7 m and cross-sectional area 3.0 10 5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 10 5 m 2 under a given load.

More information

I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam. NAME: ME 270 Fall 2012 Examination No. 3 - Makeup Please review the following statement: Group No.: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

More information

Abvanced Lab Course. Dynamical-Mechanical Analysis (DMA) of Polymers

Abvanced Lab Course. Dynamical-Mechanical Analysis (DMA) of Polymers Abvanced Lab Course Dynamical-Mechanical Analysis (DMA) of Polymers M211 As od: 9.4.213 Aim: Determination of the mechanical properties of a typical polymer under alternating load in the elastic range

More information

Class XI Physics Syllabus One Paper Three Hours Max Marks: 70

Class XI Physics Syllabus One Paper Three Hours Max Marks: 70 Class XI Physics Syllabus 2013 One Paper Three Hours Max Marks: 70 Class XI Weightage Unit I Physical World & Measurement 03 Unit II Kinematics 10 Unit III Laws of Motion 10 Unit IV Work, Energy & Power

More information

Chapter 10. Solids and Fluids

Chapter 10. Solids and Fluids Chapter 10 Solids and Fluids Surface Tension Net force on molecule A is zero Pulled equally in all directions Net force on B is not zero No molecules above to act on it Pulled toward the center of the

More information

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy Stress Analysis Lecture 3 ME 276 Spring 2017-2018 Dr./ Ahmed Mohamed Nagib Elmekawy Axial Stress 2 Beam under the action of two tensile forces 3 Beam under the action of two tensile forces 4 Shear Stress

More information

CE MECHANICS OF FLUIDS UNIT I

CE MECHANICS OF FLUIDS UNIT I CE 6303- MECHANICS OF FLUIDS UNIT I 1. Define specific volume of a fluid and write its unit [N/D-14][M/J-11] Volume per unit mass of a fluid is called specific volume. Unit: m3 / kg. 2. Name the devices

More information

Rheology. What is rheology? From the root work rheo- Current: flow. Greek: rhein, to flow (river) Like rheostat flow of current

Rheology. What is rheology? From the root work rheo- Current: flow. Greek: rhein, to flow (river) Like rheostat flow of current Rheology What is rheology? From the root work rheo- Current: flow Greek: rhein, to flow (river) Like rheostat flow of current Rheology What physical properties control deformation? - Rock type - Temperature

More information

Rheometer: Procedure: Part A: Viscosity v Time

Rheometer: Procedure: Part A: Viscosity v Time Rheometer A fluid is defined as a substance that deforms continuously under the action of a shear stress, no matter how small the shear stress may be. Without shear stress, there will be no deformation.

More information

OCR Physics Specification A - H156/H556

OCR Physics Specification A - H156/H556 OCR Physics Specification A - H156/H556 Module 3: Forces and Motion You should be able to demonstrate and show your understanding of: 3.1 Motion Displacement, instantaneous speed, average speed, velocity

More information

Rheological and Engineering Properties of Orange Pulp. Elyse Payne Juan Fernando Muñoz José I. Reyes De Corcuera

Rheological and Engineering Properties of Orange Pulp. Elyse Payne Juan Fernando Muñoz José I. Reyes De Corcuera Rheological and Engineering Properties of Orange Pulp Elyse Payne Juan Fernando Muñoz José I. Reyes De Corcuera September 20, 2012 Acknowledgements Industry Dr. Paul Winniczuk Mr. Marcelo Bellarde Mr.

More information

Chapter 9 Solids and Fluids. Elasticity Archimedes Principle Bernoulli s Equation

Chapter 9 Solids and Fluids. Elasticity Archimedes Principle Bernoulli s Equation Chapter 9 Solids and Fluids Elasticity Archimedes Principle Bernoulli s Equation States of Matter Solid Liquid Gas Plasmas Solids: Stress and Strain Stress = Measure of force felt by material Stress= Force

More information

Please remember all the unit that you use in your calculation. There are no marks for correct answer without unit.

Please remember all the unit that you use in your calculation. There are no marks for correct answer without unit. CHAPTER 1 : PROPERTIES OF FLUIDS What is fluid? A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude. In a fluid at rest, normal stress is called

More information

Part II Fundamentals of Fluid Mechanics By Munson, Young, and Okiishi

Part II Fundamentals of Fluid Mechanics By Munson, Young, and Okiishi Part II Fundamentals of Fluid Mechanics By Munson, Young, and Okiishi WHAT we will learn I. Characterization of Fluids - What is the fluid? (Physical properties of Fluid) II. Behavior of fluids - Fluid

More information

Modelling the Rheology of Semi-Concentrated Polymeric Composites

Modelling the Rheology of Semi-Concentrated Polymeric Composites THALES Project No 1188 Modelling the Rheology of Semi-Concentrated Polymeric Composites Research Team Evan Mitsoulis (PI), Professor, NTUA, Greece Costas Papoulias (Research Student), NTUA, Greece Souzanna

More information

S.3 PHYSICS HOLIDAY WORK Where necessary assume the acceleration due to gravity, g 10ms. 1. 7. 13. 19. 25. 2. 8. 14. 20. 26. 3. 9. 15. 21. 27. 4. 10. 16. 22. 28. 5. 11. 17. 23. 29. 6. 12. 18. 24. 30. SECTION

More information

Corrections to flow data in polymer melts

Corrections to flow data in polymer melts Corrections to flow data in polymer melts Narongrit Sombatsompop Polymer PROcessing and Flow (P-PROF) Materials Technology, School of Energy & Materials King Mongkut s University of Technology Thonburi

More information

Fluid Engineering Mechanics

Fluid Engineering Mechanics Fluid Engineering Mechanics Chapter Fluid Properties: Density, specific volume, specific weight, specific gravity, compressibility, viscosity, measurement of viscosity, Newton's equation of viscosity,

More information

Physics. Assignment-1(UNITS AND MEASUREMENT)

Physics. Assignment-1(UNITS AND MEASUREMENT) Assignment-1(UNITS AND MEASUREMENT) 1. Define physical quantity and write steps for measurement. 2. What are fundamental units and derived units? 3. List the seven basic and two supplementary physical

More information

Lecture 8: Tissue Mechanics

Lecture 8: Tissue Mechanics Computational Biology Group (CoBi), D-BSSE, ETHZ Lecture 8: Tissue Mechanics Prof Dagmar Iber, PhD DPhil MSc Computational Biology 2015/16 7. Mai 2016 2 / 57 Contents 1 Introduction to Elastic Materials

More information

Lecture 7. Rheology. Hamid Alghurabi. Assistant Lecturer in Pharmaceutics

Lecture 7. Rheology. Hamid Alghurabi. Assistant Lecturer in Pharmaceutics Physical Pharmacy Lecture 7 Rheology Assistant Lecturer in Pharmaceutics Overview Types of flow Newtonian systems Non-Newtonian systems Thixotropy Definition Applications in formulations Determination

More information

2/28/2006 Statics ( F.Robilliard) 1

2/28/2006 Statics ( F.Robilliard) 1 2/28/2006 Statics (.Robilliard) 1 Extended Bodies: In our discussion so far, we have considered essentially only point masses, under the action of forces. We now broaden our considerations to extended

More information

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium Example-3 Title Cylindrical Hole in an Infinite Mohr-Coulomb Medium Description The problem concerns the determination of stresses and displacements for the case of a cylindrical hole in an infinite elasto-plastic

More information

States of Matter. Chapter 9 Solids and Fluids. Solids: Stress and Strain. Solids: Stress and Strain. Stress = Force Area. Strain =!

States of Matter. Chapter 9 Solids and Fluids. Solids: Stress and Strain. Solids: Stress and Strain. Stress = Force Area. Strain =! Elasticity Chapter 9 Solids and Fluids Archimedes Principle Bernoulli s Equation Solid Liquid Gas Plasmas States of Matter 1 2 Solids: Stress and Strain Solids: Stress and Strain Stress = Measure of force

More information