CE 642 HYDRAULICS. Dr. Emre Can
|
|
- Tobias Blankenship
- 8 years ago
- Views:
Transcription
1 CE 642 HYDRAULICS Dr. Emre Can 1
2 HYDRAULICS Tentative Course Outline Introduction Pipe Flow Open Channel Flows Uniform Flow Non-Uniform Flow Local Changes in Water Levels Channel Controls Sedimentation in Open Channels and Rivers Dimensional Analysis & Theory of Models
3 EXAM SCHEDULE 31 March 15:00 Midterm exam 1 12 May 15:00 Midterm exam 2 The exams will always be closed book, (however formula sheets will be provided) Questions will be in English and there will be no translation of questions into Turkish, Answers to all the questions should be in English.
4 REFERENCES: HYDRAULICS Chow, V.T., Open Channel Hydraulics,, Mc Graw Hill, New York, Henderson, F.M., Open Channel Flow, Macmillan Co, Vennard, J.K. & Street, R.L., Elementary Fluid Mechanics, John Wiley & Sons, Linsley, R.K. & Franzini, J.B., Water Resources Engineering, McGraw Hill, Newyork, 1972
5 HYDRAULICS REFERENCES: Sümer, B.M, Ünsal, İ. & Bayazıt M. Hidrolik, Birsen yayınevi Yanmaz, A. Melih, Applied Water Resources Engineering, Metu Press, 3 rd edition, 2006 CE 372 Hydromechanics Lecture Notes, Middle East Technical University, Civil Engineering Department UTAH STATE UNIVERSITY Open Courseware
6 Scope of the Course In many water systems, transportation of water from one location to another is the main concern. Two main modes of transportation are: Closed conduits with pressurized flow inside Open conduits with free surface flow inside The main objective in this course is to study the flow in closed conduits (mainly pipes) and in open channels
7 Examples include: Water distribution networks in urban areas Water transmission line from Çamlıdere Dam to İvedik Water Treatment Plant (φ = 3.4 m, L = 15.5 km) Urfa Tunnels from Atatürk Dam to Harran Plain (φ = 7.62 m, L = 2 x 26.4 km) Main irrigation canal in Harran Plain (L=118 km, Q = 80 m 3 /s)
8 The View of Atatürk Dam
9 GAP WATER RESOURCES ROJECTS Total 22 dams, 19 HPP 1.7 million ha, 7485 MW, 27 billion kwh
10 Urfa Tunnels from Atatürk Dam to Harran Plain φ = 7.62 m, L = 2 x 26.4 km Q=80 m 3 /s
11 Main irrigation canal in Harran Plain (L=118 km, Q = 80 m3/s)
12 Before 1995
13 HARRAN PLAIN
14 YEŞİ ŞİLÇAY SYSTEM BLACKSEA AĞVA YEŞİLÇAY REG. KABAKOZ DAM DARLIK DAM İSAKÖY DAM SUNGURLU DAM ÖMERLİ DAM EMİRLİ TREATMENT STORAGE M A R M A R A SEA
15 YEŞİLÇAY SYSTEM CHARACTERISTICS Length of transmission lines: m Length of water Network : km Volume of water reservoir : m 3 Water Supplied (2003) : 920 million m 3 /year Water treatment capacity : 3.5 million m 3 /day
16 Ø3 000 mm Prestressed Concrete Cylinder Pipes
17 BLACKSEA GREATER MELEN PROJECT OF ISTANBUL Cumhuriyet Pompa İstasyonu Hüseyinli Su Su Arıtma Tesisi Şile-Alaçalı Melen m³/gün Tünel Pompa 3.5 km İstasyonu Melen Regülatörü 8.5 m 33 /s /s Boğaz Bekleme Tüneli Tüneli km km Beykoz Tüneli Osmankuyu Ayazağa 2.6 km Su Su deposu Tüneli 2.8 km Ortaçeşme Tüneli 0.8 km MARMARA SEA Alaçalı Barajı Hamidiye Tüneli 5.2 km Ömerli Barajı (mevcut) Alaçalı-Ömerli Hattı Melen-Alaçalı İsale Hattı 131 km Boğaz Tüneli Profili Melen Barajı (ileri aşama) Boğaz Tüneli Boğaz Tüneli Ø= m L=5.5 km
18 Great Melen Project Technical Specifications System Length : m Ø mm Steel Pipe : m Ø mm tunnel length : m Ø mm tunnel length : m Ø mm tunnel length : m
19 Examples of Fluid Mechanics System
20 Physical Properties of Fluids Density Specific weight Specific Gravity Specific Volume Viscosity Surface Tension Vapor Pressure Compressibility
21 Density, ρ Mass per unit volume ρ = m/ [ρ]=ml-3
22 Specific Weight, γ: Weight per unit volume γ = W/ [γ]=fl-3 γ = ρg
23 Specific Gravity, SG The ratio of the density of the fluid to the density of water (or air) at standard conditions (SG) liquid = ρ ρ w (SG) gas = ρ ρ air
24 Density and Specific Weights of some fluids (g=9.81m/s2) Fluid Liquids Gases G as es Temperature C Density kg/m 3 Specific Weight N/m 3 Water Mercury Gasoline Alcohol Air Oxygen Hydrogen Methane
25 Deformation of fluid for a short time interval t U p hf A = hτ S B B τ U p F τ U p h h A θ y u(y) x τ dθ dt Shear stress is proportional to the rate of angular deformation
26 Newton s Law of Viscosity For the linear velocity profile du U d = p = θ dy h dt u(y) τ = U h p y du = µ dy Newton s Law of viscosity τ du dy U p = h u(y) y The proportionality constant µ is known as dynamic viscosity of the fluid.
27 Dynamic and Kinematic Viscosity ν = µ ρ Viscosity can be made independent of fluid density; kinematic viscosity is defined as the ratio µ Dynamic Viscosity : N s/m 2 N (Mass/Length/Time) ν Kinematic Viscosity : (m 2 /s) (Length 2 /Time)
28 Viscosities of air and water Fluid Temperature ( C) µ (N s/m 2 ) ν (m 2 /s) Water E E-06 Air E E-05
29 Reynolds Experiment Dye pipe D Q=VA Dye streak Smooth well-rounded entrance
30
31 Characteristics of Turbulent Flow
32 Velocity components in a turbulent pipe flow: (a) x-component velocity; (b) r-component velocity; (c) θ-component velocity.
33 Type of Flow Re Dimensionless number f( velocity, diameter, viscosity) R e VD = ν 4Q = πdν Laminar flow: Re < 2000 Transitional flow: 2000 < Re < 4000 Turbulent flow: Re > 4000
FLUID MECHANICS IM0235 DIFFERENTIAL EQUATIONS - CB0235 2014_1
COURSE CODE INTENSITY PRE-REQUISITE CO-REQUISITE CREDITS ACTUALIZATION DATE FLUID MECHANICS IM0235 3 LECTURE HOURS PER WEEK 48 HOURS CLASSROOM ON 16 WEEKS, 32 HOURS LABORATORY, 112 HOURS OF INDEPENDENT
More informationFluid Mechanics: Static s Kinematics Dynamics Fluid
Fluid Mechanics: Fluid mechanics may be defined as that branch of engineering science that deals with the behavior of fluid under the condition of rest and motion Fluid mechanics may be divided into three
More informationCE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK PART - A
CE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK 3 0 0 3 UNIT I FLUID PROPERTIES AND FLUID STATICS PART - A 1. Define fluid and fluid mechanics. 2. Define real and ideal fluids. 3. Define mass density
More informationHow To Understand Fluid Mechanics
Module : Review of Fluid Mechanics Basic Principles for Water Resources Engineering Robert Pitt University of Alabama and Shirley Clark Penn State - Harrisburg Mass quantity of matter that a substance
More information1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids
1. Fluids Mechanics and Fluid Properties What is fluid mechanics? As its name suggests it is the branch of applied mechanics concerned with the statics and dynamics of fluids - both liquids and gases.
More informationBasic Principles in Microfluidics
Basic Principles in Microfluidics 1 Newton s Second Law for Fluidics Newton s 2 nd Law (F= ma) : Time rate of change of momentum of a system equal to net force acting on system!f = dp dt Sum of forces
More informationOUTCOME 3 TUTORIAL 5 DIMENSIONAL ANALYSIS
Unit 41: Fluid Mechanics Unit code: T/601/1445 QCF Level: 4 Credit value: 15 OUTCOME 3 TUTORIAL 5 DIMENSIONAL ANALYSIS 3 Be able to determine the behavioural characteristics and parameters of real fluid
More informationL r = L m /L p. L r = L p /L m
NOTE: In the set of lectures 19/20 I defined the length ratio as L r = L m /L p The textbook by Finnermore & Franzini defines it as L r = L p /L m To avoid confusion let's keep the textbook definition,
More informationFundamentals of Fluid Mechanics
Sixth Edition. Fundamentals of Fluid Mechanics International Student Version BRUCE R. MUNSON DONALD F. YOUNG Department of Aerospace Engineering and Engineering Mechanics THEODORE H. OKIISHI Department
More informationExperiment 3 Pipe Friction
EML 316L Experiment 3 Pipe Friction Laboratory Manual Mechanical and Materials Engineering Department College of Engineering FLORIDA INTERNATIONAL UNIVERSITY Nomenclature Symbol Description Unit A cross-sectional
More informationFluid Dynamics Viscosity. Dave Foster Department of Chemical Engineering University of Rochester Email: dafoster@che
Fluid Dynamics Viscosity Dave Foster Department of Chemical Engineering University of Rochester Email: dafoster@che che.rochester.eduedu 1 Chemical Engineering What do Chemical Engineers Do? Manufacturing
More informationCE 204 FLUID MECHANICS
CE 204 FLUID MECHANICS Onur AKAY Assistant Professor Okan University Department of Civil Engineering Akfırat Campus 34959 Tuzla-Istanbul/TURKEY Phone: +90-216-677-1630 ext.1974 Fax: +90-216-677-1486 E-mail:
More informationOpen channel flow Basic principle
Open channel flow Basic principle INTRODUCTION Flow in rivers, irrigation canals, drainage ditches and aqueducts are some examples for open channel flow. These flows occur with a free surface and the pressure
More information4.What is the appropriate dimensionless parameter to use in comparing flow types? YOUR ANSWER: The Reynolds Number, Re.
CHAPTER 08 1. What is most likely to be the main driving force in pipe flow? A. Gravity B. A pressure gradient C. Vacuum 2.What is a general description of the flow rate in laminar flow? A. Small B. Large
More informationXI / PHYSICS FLUIDS IN MOTION 11/PA
Viscosity It is the property of a liquid due to which it flows in the form of layers and each layer opposes the motion of its adjacent layer. Cause of viscosity Consider two neighboring liquid layers A
More informationCBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology
CBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology The Continuum Hypothesis: We will regard macroscopic behavior of fluids as if the fluids are perfectly continuous in structure. In reality,
More informationProperties of Fluids
CHAPTER Properties of Fluids 1 1.1 INTRODUCTION A fluid can be defined as a substance which deforms or yields continuously when shear stress is applied to it, no matter how small it is. Fluids can be subdivided
More informationIntroduction to Microfluidics. Date: 2013/04/26. Dr. Yi-Chung Tung. Outline
Introduction to Microfluidics Date: 2013/04/26 Dr. Yi-Chung Tung Outline Introduction to Microfluidics Basic Fluid Mechanics Concepts Equivalent Fluidic Circuit Model Conclusion What is Microfluidics Microfluidics
More information01 The Nature of Fluids
01 The Nature of Fluids WRI 1/17 01 The Nature of Fluids (Water Resources I) Dave Morgan Prepared using Lyx, and the Beamer class in L A TEX 2ε, on September 12, 2007 Recommended Text 01 The Nature of
More informationHydraulic losses in pipes
Hydraulic losses in pipes Henryk Kudela Contents 1 Viscous flows in pipes 1 1.1 Moody Chart.................................... 2 1.2 Types of Fluid Flow Problems........................... 5 1.3 Minor
More informationCh 2 Properties of Fluids - II. Ideal Fluids. Real Fluids. Viscosity (1) Viscosity (3) Viscosity (2)
Ch 2 Properties of Fluids - II Ideal Fluids 1 Prepared for CEE 3500 CEE Fluid Mechanics by Gilberto E. Urroz, August 2005 2 Ideal fluid: a fluid with no friction Also referred to as an inviscid (zero viscosity)
More informationINTRODUCTION TO FLUID MECHANICS
INTRODUCTION TO FLUID MECHANICS SIXTH EDITION ROBERT W. FOX Purdue University ALAN T. MCDONALD Purdue University PHILIP J. PRITCHARD Manhattan College JOHN WILEY & SONS, INC. CONTENTS CHAPTER 1 INTRODUCTION
More informationFLUID DYNAMICS. Intrinsic properties of fluids. Fluids behavior under various conditions
FLUID DYNAMICS Intrinsic properties of fluids Fluids behavior under various conditions Methods by which we can manipulate and utilize the fluids to produce desired results TYPES OF FLUID FLOW Laminar or
More informationPipe Flow-Friction Factor Calculations with Excel
Pipe Flow-Friction Factor Calculations with Excel Course No: C03-022 Credit: 3 PDH Harlan H. Bengtson, PhD, P.E. Continuing Education and Development, Inc. 9 Greyridge Farm Court Stony Point, NY 10980
More informationDifferential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation
Differential Relations for Fluid Flow In this approach, we apply our four basic conservation laws to an infinitesimally small control volume. The differential approach provides point by point details of
More informationViscous flow in pipe
Viscous flow in pipe Henryk Kudela Contents 1 Laminar or turbulent flow 1 2 Balance of Momentum - Navier-Stokes Equation 2 3 Laminar flow in pipe 2 3.1 Friction factor for laminar flow...........................
More informationFluids and Solids: Fundamentals
Fluids and Solids: Fundamentals We normally recognize three states of matter: solid; liquid and gas. However, liquid and gas are both fluids: in contrast to solids they lack the ability to resist deformation.
More informationLecture 2 PROPERTIES OF FLUID
Lecture 2 PROPERTIES OF FLUID Learning Objectives Upon completion of this chapter, the student should be able to: Define three states of matter: Solid, liquid and gas. Define mass density, specific weight
More informationPiping Hydraulic Line Design and Sizing Software KLM Technology Group
Piping Hydraulic Line Design and Sizing Software KLM Technology Group Practical Engineering Guidelines for Processing Plant Solutions #03-12 Block Aronia, Jalan Sri Perkasa 2 Taman Tampoi Utama 81200 Johor
More informationContents. Microfluidics - Jens Ducrée Physics: Fluid Dynamics 1
Contents 1. Introduction 2. Fluids 3. Physics of Microfluidic Systems 4. Microfabrication Technologies 5. Flow Control 6. Micropumps 7. Sensors 8. Ink-Jet Technology 9. Liquid Handling 10.Microarrays 11.Microreactors
More informationThe Viscosity of Fluids
Experiment #11 The Viscosity of Fluids References: 1. Your first year physics textbook. 2. D. Tabor, Gases, Liquids and Solids: and Other States of Matter (Cambridge Press, 1991). 3. J.R. Van Wazer et
More informationDistinguished Professor George Washington University. Graw Hill
Mechanics of Fluids Fourth Edition Irving H. Shames Distinguished Professor George Washington University Graw Hill Boston Burr Ridge, IL Dubuque, IA Madison, Wl New York San Francisco St. Louis Bangkok
More informationdu u U 0 U dy y b 0 b
BASIC CONCEPTS/DEFINITIONS OF FLUID MECHANICS (by Marios M. Fyrillas) 1. Density (πυκνότητα) Symbol: 3 Units of measure: kg / m Equation: m ( m mass, V volume) V. Pressure (πίεση) Alternative definition:
More informationLecture 5 Hemodynamics. Description of fluid flow. The equation of continuity
1 Lecture 5 Hemodynamics Description of fluid flow Hydrodynamics is the part of physics, which studies the motion of fluids. It is based on the laws of mechanics. Hemodynamics studies the motion of blood
More informationA 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 Have a working knowledge of the basic
More informationUrban Hydraulics. 2.1 Basic Fluid Mechanics
Urban Hydraulics Learning objectives: After completing this section, the student should understand basic concepts of fluid flow and how to analyze conduit flows and free surface flows. They should be able
More informationDimensional Analysis
Dimensional Analysis An Important Example from Fluid Mechanics: Viscous Shear Forces V d t / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Ƭ = F/A = μ V/d More generally, the viscous
More informationFor Water to Move a driving force is needed
RECALL FIRST CLASS: Q K Head Difference Area Distance between Heads Q 0.01 cm 0.19 m 6cm 0.75cm 1 liter 86400sec 1.17 liter ~ 1 liter sec 0.63 m 1000cm 3 day day day constant head 0.4 m 0.1 m FINE SAND
More informationOpen Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology
M. Siavashi School of Mechanical Engineering Iran University of Science and Technology W ebpage: webpages.iust.ac.ir/msiavashi Email: msiavashi@iust.ac.ir Landline: +98 21 77240391 Fall 2013 Introduction
More informationVatten(byggnad) VVR145 Vatten. 2. Vätskors egenskaper (1.1, 4.1 och 2.8) (Föreläsningsanteckningar)
Vatten(byggnad) Vätskors egenskaper (1) Hydrostatik (3) Grundläggande ekvationer (5) Rörströmning (4) 2. Vätskors egenskaper (1.1, 4.1 och 2.8) (Föreläsningsanteckningar) Vätska som kontinuerligt medium
More informationThe Viscosity of Fluids
Experiment #11 The Viscosity of Fluids References: 1. Your first year physics textbook. 2. D. Tabor, Gases, Liquids and Solids: and Other States of Matter (Cambridge Press, 1991). 3. J.R. Van Wazer et
More informationDimensional analysis is a method for reducing the number and complexity of experimental variables that affect a given physical phenomena.
Dimensional Analysis and Similarity Dimensional analysis is very useful for planning, presentation, and interpretation of experimental data. As discussed previously, most practical fluid mechanics problems
More informationPressure drop in pipes...
Pressure drop in pipes... PRESSURE DROP CALCULATIONS Pressure drop or head loss, occurs in all piping systems because of elevation changes, turbulence caused by abrupt changes in direction, and friction
More informationPractice Problems on Pumps. Answer(s): Q 2 = 1850 gpm H 2 = 41.7 ft W = 24.1 hp. C. Wassgren, Purdue University Page 1 of 16 Last Updated: 2010 Oct 29
_02 A centrifugal with a 12 in. diameter impeller requires a power input of 60 hp when the flowrate is 3200 gpm against a 60 ft head. The impeller is changed to one with a 10 in. diameter. Determine the
More informationFLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER
VISUAL PHYSICS School of Physics University of Sydney Australia FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER? What type of fluid flow is observed? The above pictures show how the effect
More informationBattery Thermal Management System Design Modeling
Battery Thermal Management System Design Modeling Gi-Heon Kim, Ph.D Ahmad Pesaran, Ph.D (ahmad_pesaran@nrel.gov) National Renewable Energy Laboratory, Golden, Colorado, U.S.A. EVS October -8, 8, 006 Yokohama,
More informationA MTR FUEL ELEMENT FLOW DISTRIBUTION MEASUREMENT PRELIMINARY RESULTS
A MTR FUEL ELEMENT FLOW DISTRIBUTION MEASUREMENT PRELIMINARY RESULTS W. M. Torres, P. E. Umbehaun, D. A. Andrade and J. A. B. Souza Centro de Engenharia Nuclear Instituto de Pesquisas Energéticas e Nucleares
More informationBasic Equations, Boundary Conditions and Dimensionless Parameters
Chapter 2 Basic Equations, Boundary Conditions and Dimensionless Parameters In the foregoing chapter, many basic concepts related to the present investigation and the associated literature survey were
More informationMicrofluidic Principles Part 1
Introduction to BioMEMS & Medical Microdevices Microfluidic Principles Part 1 Companion lecture to the textbook: Fundamentals of BioMEMS and Medical Microdevices, by Dr. Steven S. Saliterman www.tc.umn.edu/~drsteve
More informationPractice Problems on Boundary Layers. Answer(s): D = 107 N D = 152 N. C. Wassgren, Purdue University Page 1 of 17 Last Updated: 2010 Nov 22
BL_01 A thin flat plate 55 by 110 cm is immersed in a 6 m/s stream of SAE 10 oil at 20 C. Compute the total skin friction drag if the stream is parallel to (a) the long side and (b) the short side. D =
More informationWhen the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.
Fluid Statics When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid. Consider a small wedge of fluid at rest of size Δx, Δz, Δs
More informationLECTURE 1: Review of pipe flow: Darcy-Weisbach, Manning, Hazen-Williams equations, Moody diagram
LECTURE 1: Review of pipe flow: Darcy-Weisbach, Manning, Hazen-Williams equations, Moody diagram 1.1. Important Definitions Pressure Pipe Flow: Refers to full water flow in closed conduits of circular
More informationOUTCOME 1 STATIC FLUID SYSTEMS TUTORIAL 1 - HYDROSTATICS
Unit 41: Fluid Mechanics Unit code: T/601/1445 QCF Level: 4 Credit value: 15 OUTCOME 1 STATIC FLUID SYSTEMS TUTORIAL 1 - HYDROSTATICS 1. Be able to determine the behavioural characteristics and parameters
More informationHeat Transfer Prof. Dr. Ale Kumar Ghosal Department of Chemical Engineering Indian Institute of Technology, Guwahati
Heat Transfer Prof. Dr. Ale Kumar Ghosal Department of Chemical Engineering Indian Institute of Technology, Guwahati Module No. # 04 Convective Heat Transfer Lecture No. # 03 Heat Transfer Correlation
More informationCEE 370 Fall 2015. Laboratory #3 Open Channel Flow
CEE 70 Fall 015 Laboratory # Open Channel Flow Objective: The objective of this experiment is to measure the flow of fluid through open channels using a V-notch weir and a hydraulic jump. Introduction:
More informationDiffusion and Fluid Flow
Diffusion and Fluid Flow What determines the diffusion coefficient? What determines fluid flow? 1. Diffusion: Diffusion refers to the transport of substance against a concentration gradient. ΔS>0 Mass
More informationDepartment of Chemical Engineering, National Institute of Technology, Tiruchirappalli 620 015, Tamil Nadu, India
Experimental Thermal and Fluid Science 32 (2007) 92 97 www.elsevier.com/locate/etfs Studies on heat transfer and friction factor characteristics of laminar flow through a circular tube fitted with right
More informationThe ratio of inertial to viscous forces is commonly used to scale fluid flow, and is called the Reynolds number, given as:
12.001 LAB 3C: STOKES FLOW DUE: WEDNESDAY, MARCH 9 Lab Overview and Background The viscosity of a fluid describes its resistance to deformation. Water has a very low viscosity; the force of gravity causes
More informationA LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW. 1998 ASME Fluids Engineering Division Summer Meeting
TELEDYNE HASTINGS TECHNICAL PAPERS INSTRUMENTS A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW Proceedings of FEDSM 98: June -5, 998, Washington, DC FEDSM98 49 ABSTRACT The pressure
More informationAPPLIED FLUID MECHANICS. TUTORIAL No.6 DIMENSIONAL ANALYSIS. When you have completed this tutorial you should be able to do the following.
APPLIED FLUID MECHANICS TUTORIAL No.6 DIMENSIONAL ANALYSIS When you have completed this tutorial you should be able to do the following. Explain the basic system of dimensions. Find the relationship between
More informationFundamentals of THERMAL-FLUID SCIENCES
Fundamentals of THERMAL-FLUID SCIENCES THIRD EDITION YUNUS A. CENGEL ROBERT H. TURNER Department of Mechanical JOHN M. CIMBALA Me Graw Hill Higher Education Boston Burr Ridge, IL Dubuque, IA Madison, Wl
More informationAn Introduction to Fluid Mechanics
0. Contents of the Course Notes For the First Year Lecture Course: An Introduction to Fluid Mechanics School of Civil Engineering, University of Leeds. CIVE1400 FLUID MECHANICS Dr Andrew Sleigh January
More informationChapter 10. Open- Channel Flow
Updated: Sept 3 2013 Created by Dr. İsmail HALTAŞ Created: Sept 3 2013 Chapter 10 Open- Channel Flow based on Fundamentals of Fluid Mechanics 6th EdiAon By Munson 2009* *some of the Figures and Tables
More informationChapter 13 OPEN-CHANNEL FLOW
Fluid Mechanics: Fundamentals and Applications, 2nd Edition Yunus A. Cengel, John M. Cimbala McGraw-Hill, 2010 Lecture slides by Mehmet Kanoglu Copyright The McGraw-Hill Companies, Inc. Permission required
More informationPump Formulas Imperial and SI Units
Pump Formulas Imperial and Pressure to Head H = head, ft P = pressure, psi H = head, m P = pressure, bar Mass Flow to Volumetric Flow ṁ = mass flow, lbm/h ρ = fluid density, lbm/ft 3 ṁ = mass flow, kg/h
More informationPublic Works Engineering Technician: Speciality Civil Constructions
Public Works Engineering Technician: Speciality Civil Constructions FIRST YEAR PHYSICAL BASES OF ENGINEERING 3207001 Core 1st 1st semester 6 7.2 Rational mechanics. Wave phenomena. Electricity. Thermodynamics.
More informationPre-requisites 2012-2013
Pre-requisites 2012-2013 Engineering Computation The student should be familiar with basic tools in Mathematics and Physics as learned at the High School level and in the first year of Engineering Schools.
More informationFREESTUDY HEAT TRANSFER TUTORIAL 3 ADVANCED STUDIES
FREESTUDY HEAT TRANSFER TUTORIAL ADVANCED STUDIES This is the third tutorial in the series on heat transfer and covers some of the advanced theory of convection. The tutorials are designed to bring the
More informationMeriam Instrument LFE Data Sheet
1. AIR FLOW IN SCFM AT STANDARD CONDITIONS OF 29.92 AND 70 F. SCFM = Standard cubic feet per minute. ACFM = Actual cubic feet per minute CFM = Cubic feet per minute. When the flowing gas is air and the
More informationNUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES
Vol. XX 2012 No. 4 28 34 J. ŠIMIČEK O. HUBOVÁ NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES Jozef ŠIMIČEK email: jozef.simicek@stuba.sk Research field: Statics and Dynamics Fluids mechanics
More informationChapter 9. Steady Flow in Open channels
Chapter 9 Steady Flow in Open channels Objectives Be able to define uniform open channel flow Solve uniform open channel flow using the Manning Equation 9.1 Uniform Flow in Open Channel Open-channel flows
More informationAids needed for demonstrations: viscous fluid (water), tubes (pipes), injections, paper, stopwatches, vessels,, weights
1 Viscous and turbulent flow Level: high school (16-17 years) hours (2 hours class teaching, 2 hours practical excercises) Content: 1. Viscous flow 2. Poiseuille s law 3. Passing from laminar to turbulent
More informationGOVERNMENT COLLEGE UNIVERSITY FAISALABAD BACHELORS DEGREE PROGRAM IN CIVIL ENGINEERING TECHNOLOGY SCHEME OF STUDIES SEMESTER-1 Sr# Course Code Subject
GOVERNMENT COLLEGE UNIVERSITY FAISALABAD BACHELORS DEGREE PROGRAM IN CIVIL ENGINEERING TECHNOLOGY SCHEME OF STUDIES SEMESTER-1 Sr# Course Code Subject Credit Hours Contact Hours Theory Practical Theory
More informationChapter 10. Flow Rate. Flow Rate. Flow Measurements. The velocity of the flow is described at any
Chapter 10 Flow Measurements Material from Theory and Design for Mechanical Measurements; Figliola, Third Edition Flow Rate Flow rate can be expressed in terms of volume flow rate (volume/time) or mass
More informationVISUAL PHYSICS School of Physics University of Sydney Australia. Why do cars need different oils in hot and cold countries?
VISUAL PHYSICS School of Physics University of Sydney Australia FLUID FLOW VISCOSITY POISEUILLE'S LAW? Why do cars need different oils in hot and cold countries? Why does the engine runs more freely as
More informationOPEN-CHANNEL FLOW. Free surface. P atm
OPEN-CHANNEL FLOW Open-channel flow is a flow of liquid (basically water) in a conduit with a free surface. That is a surface on which pressure is equal to local atmospheric pressure. P atm Free surface
More informationWhat is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation)
OPEN CHANNEL FLOW 1 3 Question What is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation) Typical open channel shapes Figure
More informationCE 3500 Fluid Mechanics / Fall 2014 / City College of New York
1 Drag Coefficient The force ( F ) of the wind blowing against a building is given by F=C D ρu 2 A/2, where U is the wind speed, ρ is density of the air, A the cross-sectional area of the building, and
More informationLaminar and Turbulent flow. Flow Sensors. Reynolds Number. Thermal flow Sensor. Flow and Flow rate. R = Mass Flow controllers
Flow and Flow rate. Laminar and Turbulent flow Laminar flow: smooth, orderly and regular Mechanical sensors have inertia, which can integrate out small variations due to turbulence Turbulent flow: chaotic
More informationPhysics for the Life Sciences: Fall 2008 Lecture #25
Physics for the Life Sciences: Fall 2008 Lecture #25 Real fluids: As we have mentioned several times, real fluids are more complex than the ideal fluids described by the continuity equation and Bernoulli
More informationJournal bearings/sliding bearings
Journal bearings/sliding bearings Operating conditions: Advantages: - Vibration damping, impact damping, noise damping - not sensitive for vibrations, low operating noise level - dust tight (if lubricated
More informationCONTROL VALVE PRESSURE DROP AND SIZING
CONTENT Chapter Description Page I Purpose of Control Valve II Type and Main Components of Control Valve 3 III Power 5 IV. Pressure Drop Across Control Valve 7 V. Symbols and Units 10 VI. Unit Conversion
More informationThe value of the wastewater flow used for sewer design is the daily peak flow. This can be estimated as follows:
This Section presents the theory of simplified sewer design. Firstly, in Section 2.1, the peak daily wastewater flow in the length of sewer being designed is described. Section 2.2 presents the trigonometric
More informationINTERNATIONAL JOURNAL OF RESEARCH IN AERONAUTICAL AND MECHANICAL ENGINEERING
ISSN (ONLINE): 2321-3051 INTERNATIONAL JOURNAL OF RESEARCH IN AERONAUTICAL AND MECHANICAL ENGINEERING Study of forced convection heat transfer With DAQ & ANSYS First Authors Moopanar karthikeyan 1, Raote
More informationPhysics 1114: Unit 6 Homework: Answers
Physics 1114: Unit 6 Homework: Answers Problem set 1 1. A rod 4.2 m long and 0.50 cm 2 in cross-sectional area is stretched 0.20 cm under a tension of 12,000 N. a) The stress is the Force (1.2 10 4 N)
More informationLecture L2 - Degrees of Freedom and Constraints, Rectilinear Motion
S. Widnall 6.07 Dynamics Fall 009 Version.0 Lecture L - Degrees of Freedom and Constraints, Rectilinear Motion Degrees of Freedom Degrees of freedom refers to the number of independent spatial coordinates
More informationCO 2 41.2 MPa (abs) 20 C
comp_02 A CO 2 cartridge is used to propel a small rocket cart. Compressed CO 2, stored at a pressure of 41.2 MPa (abs) and a temperature of 20 C, is expanded through a smoothly contoured converging nozzle
More informationIntroduction: Overview of Soil Mechanics
Introduction: Overview of Soil Mechanics 53:030 Soil Mechanics Notes; C.C. Swan, University of Iowa A. What is "soil"? 1) Not "dirt"! 2) Soil is unconsolidated earthen material comprised of discrete mineral
More informationTurbulence, Heat and Mass Transfer (THMT 09) Poiseuille flow of liquid methane in nanoscopic graphite channels by molecular dynamics simulation
Turbulence, Heat and Mass Transfer (THMT 09) Poiseuille flow of liquid methane in nanoscopic graphite channels by molecular dynamics simulation Sapienza Università di Roma, September 14, 2009 M. T. HORSCH,
More information= water horsepower WHP brake horsepower QH WHP = (222) ( 33,000 ft-lbs/min-hp)( 7.481 gal/ft ) 1 HP=0.746 kw
Lecture 11 Pumps & System Curves I. Pump Efficiency and Power Pump efficiency, E pump E pump = water horsepower WHP brake horsepower = BHP (221) where brake horsepower refers to the input power needed
More informationFLUID FLOW AND MIXING IN BIOREACTORS (Part 2 of 2)
FLUID FLOW AND MIXING IN BIOREACTORS (Part 2 of 2) Overview Power requirements for mixing Newtonian and non-newtonian liquids Ungassed and gassed systems Scale-up issues, scale-down approach Adapting bioreactor
More informationHead Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids
Head Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids Dr. J. M. Meyers Dr. D. G. Fletcher Dr. Y. Dubief 1. Introduction Last lab you investigated flow loss in a pipe due to the roughness
More informationDEVELOPMENT OF HIGH SPEED RESPONSE LAMINAR FLOW METER FOR AIR CONDITIONING
DEVELOPMENT OF HIGH SPEED RESPONSE LAMINAR FLOW METER FOR AIR CONDITIONING Toshiharu Kagawa 1, Yukako Saisu 2, Riki Nishimura 3 and Chongho Youn 4 ABSTRACT In this paper, we developed a new laminar flow
More informationImproved fluid control by proper non-newtonian flow modeling
Tekna Flow Assurance 2015, Larvik Improved fluid control by proper non-newtonian flow modeling Stein Tore Johansen, SINTEF Sjur Mo, SINTEF A general wall friction model for a non-newtonian fluid has been
More informationFLUID MECHANICS FOR CIVIL ENGINEERS
FLUID MECHANICS FOR CIVIL ENGINEERS Bruce Hunt Department of Civil Engineering University Of Canterbury Christchurch, New Zealand? Bruce Hunt, 1995 Table of Contents Chapter 1 Introduction... 1.1 Fluid
More informationChapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS
Fluid Mechanics: Fundamentals and Applications, 2nd Edition Yunus A. Cengel, John M. Cimbala McGraw-Hill, 2010 Chapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS Lecture slides by Hasan Hacışevki Copyright
More informationGeol 116 The Planet Class 7-1 Feb 28, 2005. Exercise 1, Calculate the escape velocities of the nine planets in the solar system
Exercises/Discussions Atmospheric Composition: Escape Velocities and Surface Temperature Objectives Escape velocity and the mass and size of a planetary body The effect of escape velocity and surface temperature
More information