MAE 123 : Mechanical Engineering Laboratory II - Fluids Laboratory 2: Venturi Lab Dr. J. M. Meyers Dr. D. G. Fletcher Dr. Y.

Similar documents
Chapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

Head Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids

INTRODUCTION TO FLUID MECHANICS

Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation

This chapter deals with three equations commonly used in fluid mechanics:

CO MPa (abs) 20 C

Dimensional analysis is a method for reducing the number and complexity of experimental variables that affect a given physical phenomena.

Chapter 28 Fluid Dynamics

FLUID FLOW Introduction General Description

oil liquid water water liquid Answer, Key Homework 2 David McIntyre 1

du u U 0 U dy y b 0 b

Swissmetro travels at high speeds through a tunnel at low pressure. It will therefore undergo friction that can be due to:

Lecture 5 Hemodynamics. Description of fluid flow. The equation of continuity

Lab 1a Wind Tunnel Testing Principles & Lift and Drag Coefficients on an Airfoil

Air Flow Measurements

Lift and Drag on an Airfoil ME 123: Mechanical Engineering Laboratory II: Fluids

Fluids and Solids: Fundamentals

Flow Measurement Options for Pipeline and Open Channel Flow

NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES

Fundamentals of Fluid Mechanics

2. Parallel pump system Q(pump) = 300 gpm, h p = 270 ft for each of the two pumps

Michael Montgomery Marketing Product Manager Rosemount Inc. Russ Evans Manager of Engineering and Design Rosemount Inc.

A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW ASME Fluids Engineering Division Summer Meeting

2.016 Hydrodynamics Reading # Hydrodynamics Prof. A.H. Techet

High Speed Aerodynamics Prof. K. P. Sinhamahapatra Department of Aerospace Engineering Indian Institute of Technology, Kharagpur

Density Measurement. Technology: Pressure. Technical Data Sheet INTRODUCTION. S min =1.0 S max =1.2 CONSTANT LEVEL APPLICATIONS

Laminar and Turbulent flow. Flow Sensors. Reynolds Number. Thermal flow Sensor. Flow and Flow rate. R = Mass Flow controllers

Chapter 13 - Solutions

Unsteady Pressure Measurements

The Versatile Differential Pressure Transmitter. By David Gunn Honeywell Process Solutions

Dynamic Process Modeling. Process Dynamics and Control

Experimental Evaluation of the Discharge Coefficient of a Centre-Pivot Roof Window

Conservation of Momentum and Energy

Theory overview of flow measurement using differential pressure devices based on ISO-5167 standard.

Averaging Pitot Tubes; Fact and Fiction

Lecture 3 Fluid Dynamics and Balance Equa6ons for Reac6ng Flows

Chapter 10. Flow Rate. Flow Rate. Flow Measurements. The velocity of the flow is described at any

For Water to Move a driving force is needed

Understanding Pressure and Pressure Measurement

Isentropic flow. Wikepedia

CE 204 FLUID MECHANICS

Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives

Contents. Microfluidics - Jens Ducrée Physics: Navier-Stokes Equation 1

Experiment 3 Pipe Friction

Engineering Problem Solving as Model Building

KINETIC MOLECULAR THEORY OF MATTER

Chapter 2. Derivation of the Equations of Open Channel Flow. 2.1 General Considerations

Lecture 24 - Surface tension, viscous flow, thermodynamics

A New Technique Provides Faster Particle Size Analysis at a Lower Cost Compared to Conventional Methods

Chapter 7 Energy and Energy Balances

Lecture 6 - Boundary Conditions. Applied Computational Fluid Dynamics

- momentum conservation equation ρ = ρf. These are equivalent to four scalar equations with four unknowns: - pressure p - velocity components

Statistical Mechanics, Kinetic Theory Ideal Gas. 8.01t Nov 22, 2004

POURING THE MOLTEN METAL

FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER

Pre-requisites

CLASSICAL CONCEPT REVIEW 8

Differential Balance Equations (DBE)

Distinguished Professor George Washington University. Graw Hill

Kinetic Theory & Ideal Gas

Name Class Date. In the space provided, write the letter of the term or phrase that best completes each statement or best answers each question.

Scalars, Vectors and Tensors

Pumps: Convert mechanical energy (often developed from electrical source) into hydraulic energy (position, pressure and kinetic energy).

1 The basic equations of fluid dynamics

Topic 3b: Kinetic Theory

Pressure in Fluids. Introduction

Chemistry 13: States of Matter

p atmospheric Statics : Pressure Hydrostatic Pressure: linear change in pressure with depth Measure depth, h, from free surface Pressure Head p gh

Accurate Air Flow Measurement in Electronics Cooling

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

Heat Transfer Prof. Dr. Ale Kumar Ghosal Department of Chemical Engineering Indian Institute of Technology, Guwahati

The Ideal Gas Law. Gas Constant. Applications of the Gas law. P = ρ R T. Lecture 2: Atmospheric Thermodynamics

8. Potential Energy and Conservation of Energy Potential Energy: When an object has potential to have work done on it, it is said to have potential

KINETIC THEORY AND THERMODYNAMICS

Grant Agreement No SFERA. Solar Facilities for the European Research Area SEVENTH FRAMEWORK PROGRAMME. Capacities Specific Programme

Viscous flow in pipe

Unit 1 INTRODUCTION 1.1.Introduction 1.2.Objectives

AOE 3104 Aircraft Performance Problem Sheet 2 (ans) Find the Pressure ratio in a constant temperature atmosphere:

Compressible Fluids. Faith A. Morrison Associate Professor of Chemical Engineering Michigan Technological University November 4, 2004

FREESTUDY HEAT TRANSFER TUTORIAL 3 ADVANCED STUDIES

Contents. Microfluidics - Jens Ducrée Physics: Fluid Dynamics 1

CE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK PART - A

= 800 kg/m 3 (note that old units cancel out) J 1000 g = 4184 J/kg o C

Appendix 4-C. Open Channel Theory

Students Manual for the Exam. General Engineering and Electrical Civil Engineering Discipline

State Newton's second law of motion for a particle, defining carefully each term used.

Natural Convection. Buoyancy force

Carbon Dioxide and an Argon + Nitrogen Mixture. Measurement of C p /C v for Argon, Nitrogen, Stephen Lucas 05/11/10

Chapter 6 The first law and reversibility

ENERGY CONSERVATION The First Law of Thermodynamics and the Work/Kinetic-Energy Theorem

ATM 316: Dynamic Meteorology I Final Review, December 2014

Experimental Evaluation Of The Frost Formation

Fluid Dynamics Basics

Fluid Flow Instrumentation

AN INSTRUMENT FOR GRAVIMETRIC CALIBRATION OF FLOW DEVICES WITH CORROSIVE GASES. J. O. Hylton C. J. Remenyik Oak Ridge National Laboratory *

_CH06_p qxd 1/20/10 9:44 PM Page 69 GAS PROPERTIES PURPOSE

Turbulence Modeling in CFD Simulation of Intake Manifold for a 4 Cylinder Engine

Transcription:

MAE 123 : Mechanical Engineering Laboratory II - Fluids Laboratory 2: Venturi Lab Dr. J. M. Meyers Dr. D. G. Fletcher Dr. Y. Dubief 1

Introduction Bernouli Equation The Bernoulli Equation can be considered to be a statement of the conservation of energy principle appropriate for flowing fluids. ASSUMPTIONS: Steady Flow Incompressible flow ( =.), M<0.3 Frictionless flow This relation does not account for heat added to or work done on the flow thus only a conserved mechanical energy system is valid Mechanical energy = working fluid energy that can be converted entirely to work by an ideal device Definitions: Mechanical energy (ME 040) Flow along a single streamline = +1 2 +=constant Daniel Bernoulli 2

Introduction Venturi Effect Assuming constant mechanical energy of a fluid along a streamline (or within a streamtube) velocity of the fluid increases as the cross sectional area decreases: = +1 2 + Static pressure correspondingly decreases: According to the Bernouli Equation, fluid velocity must increase as it passes through a constriction and static pressure must decrease to satisfy the principle of continuity and conservation of mechanical energy. Thus any gain in kinetic energy a fluid may accrue due to its increased velocity through a constriction is negated by a drop in static pressure. Giovanni Battista Venturi 3

Streamlines and Streamtubes Streamline A line tangent everywhere to the velocity vector at a given instant Apathline is the actual path traveled by a particle Stream lines and pathlines are identical in steady flow Streamtube A closed pattern of flow comprised of many stream lines. Fluid within streamtube is confined no flow across streamtube boundary! 4

Bernoulli Equation Applied Along Streamlines and Streamtubes Definitions: Mechanical energy (ME 040) Mechanical energy = working fluid energy that can be entirely converted to work by an ideal device = +1 2 + This definition comes from ME 040 -- Thermodynamics C&B p. 59 Neglects frictional effects -- inviscid If no energy is exchanged with surroundings then the first law of TD implies: = const. streamlines 2 1 2 streamtubes 1 Incompressible Flow (!=const. const.) Incompressible Flow (!=const. const.) Compressible Flow (! const. const.) This form only valid for incompressible flows. From first law of TD this quantity is a constant and variations between streamline/streamtube locations are: $ + 1 2 $ + $ =0 5

GAGE AND ABSOLUTE PRESSURE Pressure is an essential measurement when dealing experimentally with Bernoulli s relation Note the differences in reference point for different pressure measurements Gage pressure is measured relative to atmospheric pressure very common and typical of a tire pressure gage Vacuum pressure is also measured relative to atmospheric pressure (typical of many vacuum gages) You can avoid mistakes by working in absolute pressure which is pressure measured from a vacuum reference 6

MEASUREMING PRESSURE: MANOMETER With a manometer we take advantage of the laws of fluid statics to measure pressures in fluid dynamic environments + Elevation change in fluid at rest is: =h= & = ) * & This is hydrostatic force balance. Note: & density of manometer liquid * > ) = *., This illustrates how a fluid column can be used to measure pressure and is the working principle of a manometer Manometer Liquid ( & ) Pressure is constant in horizontal direction,p 1 =P 2 Gravitational affect on gases is very small (thus gas in the tank is all atp a ) So the pressure of the gas in the tank is found from the force balance on the liquid column is * = ) + & h So indeed * > ) Relations do not depend on cross sectional area of tube but must be large enough to avoid capillary flow 7

MEASUREMING PRESSURE: ELECTRONIC TRANSDUCER A transducer is a device that converts input energy of one form into output energy of another through some physical process that is to be measured. These include, piezoelectric crystals, microphones, photoelectric cells, thermocouples, and pressure transducers. A pressure transducer is a transducer that converts pressure into an analog electrical signal that can be recorded by electrical DAQ systems. Strain Gage Pressure Transducer Capacitive Pressure Transducer Piezoelectric Pressure Transducer 8

Static Pressure, Velocity Pressure, and Total Pressure Definitions: Total Pressure: the sum of the static pressure and dynamic pressures.0.*1 = 2.*.3 + 456*3 = 2.*.3 + 1 2 Total Total Static Atmospheric Atmospheric Static This part of the illustration is wrong canyouseewhy? Static Pressure Measurement Total Pressure Measurement Dynamic Pressure Measurement 9

Static Pressure, Velocity Pressure, and Total Pressure Definitions: Total Pressure: the sum of the static pressure and dynamic pressures.0.*1 = 2.*.3 + 1 2 =constant A wind tunnel starts with atmospheric air drawn in from the room In the room, the velocity is zero, the air is at rest from a macroscopic view (although there is microscopic motion, and that is how pressure is measured This room measured air static pressure is equal to the tunnel total pressure!! The relation is derived from the Bernoulli equation for horizontal flow ( h=0) between two points in the flow that follow the same streamline are: $ which can also be written as: + 1 2 $ =0 2 streamlines $ + 1 2 $ = + 1 2 1 Incompressible Flow (!=const. const.) 10

Pitot Probe The Pitot probe is a common instrument used to measure dynamic pressure and so to find the flow velocity The central tube measures the total pressure of the flow ( 2.*.3 + 456*3 ) The outer tube functions in the same way that the pressure taps in the wall function and senses the static pressure only as there is no velocity component normal to the wall 11

Pitot Probe: Calculating Velocity.0.*1 = 2.*.3 + 1 2 =constant = 2 7.0.*1 2.*.3 8 Total pressure We re measuring the total pressure and static pressure in this region So knowing that total pressure is constant, we can use the static pressure distribution to infer the velocity distribution As we said earlier, we assume that the flow is inviscid -- we ignore viscosity and we also make use of the fact that at our low speeds, density is constant. The flow is incompressible. Static pressure 12

Velocity from Mass Conservation of a Fluid A Simply stated, the mass flow rate of a fluid is defined as the amount of travelling through an area per unit time. Standard notation for mass flow rate is: A $ 9: mass flow rate The mass flow rate at any location in the flow can be determined from locally determined properties as: 9: =AB density,a=area,and B=velocity 1 2 streamtubes Incompressible Flow (!=const. const.) 13

: Velocity from Mass Conservation of a Fluid If no mass of fluid is being removed or added across the stream tube walls, then the mass flow rate of the fluid is conserved and constant: A 9: =constant 9 : $ =9 $ A $ B $ = A B A $ This means that if the mass flow rate can be determined at any region in the streamtube, then the velocity at any other point along the streamtube through knowledge of local density and local area 9: B $ = $ A $ 9: = $ A $ B $ = A B B = 9: A 1 2 streamtubes Keep in mind that for our low speed incompressible flow applications we can assume density to be constant and calculated from atmospheric conditions. Incompressible Flow (!=const. const.) 14

UVM Low Speed 12 x12 Wind Tunnel (Flowtek 1440) 2 HP Motor and Fan Section Diffuser Section Manometer Flow Direction (0-90MPH) Contraction Cone Plastic Honeycomb Flow Straightener Tunnel Controls Test Section (12 x12 x36 ) Data Acquisition 15

Venturi Experiment A Venturi experiment is a good laboratory exercise to help understand the basic principles of Bernouli equation and mass flow conservation. Already installed in the test section is are two inserts with 10 or so static pressure taps along the surface to create a Venturi effect. A Pitot probe is also installed to measure the total pressure. A static pressure measurement at the test section inlet will also be required. You will be given the height of each tap location to estimate the area at each measurement location. Pitot-static probe Inlet static pressure port Test Section I H 16

Venturi Experiment: Measurements (1) From room temperature and atmospheric pressure, calculate density (2) Operate wind tunnel at two speeds. At each speed record: a) 10 (or so) static pressure readings over Venturi from manometer b) Inlet static pressure reading from manometer c) Pitot pressure reading from manometer d) Static pressure reading of Pitot-static probe from manometer (careful to take not WHERE the measured location is in H. c) Record the atmospheric pressure level of the manometer as this is needed for reference. At least 3 measurements for all the above are needed to calculate both a mean and a standard deviation but more are better, time permitting. Pitot-static probe Inlet static pressure port Test Section I H 17

Venturi Experiment: Data Reduction and Analysis Determine a velocity profile along the Venturi installation at each measurement port using two methods: conservation of mechanical energy and conservation of mass. Method 1: Conservation of Fluid Mechanical Energy(Bernoulli relation) The total pressure acquired is constant. Measure the static pressure at each pressure tap location along the Venturi. Extract the dynamic pressure at each location from the Bernouli relation. Use dynamic pressure to calculate the velocity at respective pressure tap location. Keep in mind you are recording differential pressures. You must record atmospheric pressure on the manometer to extract an effective Jto relate toward your KL,LMN and OPQ,RMN measurements 18

Venturi Experiment: Data Reduction and Analysis Determine a velocity profile along the Venturi installation at each measurement port using two methods: conservation of mechanical energy and conservation of mass. Method 2: Conservation of Mass Envision the flow through the tunnel as one large streamtube. Measured total and static pressure yield the dynamic pressure upstream of the Venturi. Calculate velocity in this region. Calculate density in this region from temperature and static pressure. Calculate mass flow which is constant throughout the Venturi. Using the supplied thickness of Venturi at each station and calculate respective area. Calculate velocity at each pressure tap location with calculated area, density, and area. 19

Venturi Experiment: Data Reduction and Analysis Estimate uncertainty for both methods Recall general expression for propagation of error: S T = S UV WA WH $ +S UX WA WH +S UY WA WH Z + +S U\ WA WH 6 General Form for the Expression of Uncertainty Practically, the variances are expressed as: S U\ = 1 ^ 1 _ H 6 3 H 6 ` 3a$ Evaluating this is simply based on finding the mean value: H 6= 1^_ H 6 3 3 Which method, did you find, to be the most accurate and precise in your analysis? Perform a sensitivity analysis to identify the most significant contributors to overall uncertainty. Provide suggestions to improve upon said uncertainties 20