اگر حجم کنترل در حال حرکت بود چه سرعتی در فرمول؟ + –

Slides:



Advertisements
Similar presentations
November 18 AP Physics.
Advertisements

Conservation laws • Laws of conservation of mass, energy, and momentum. • Conservation laws are first applied to a fixed quantity of matter called a closed.
Pharos University ME 259 Fluid Mechanics for Electrical Students Revision for Mid-Term Exam Dr. A. Shibl.
The Bernoulli Equation - Work and Energy
Obstruction Flowmeters: Orifice, Venturi, and Nozzle Meters.
Finite Control Volume Analysis
Momentum Conservation
Continuity of Fluid Flow & Bernoulli’s Principle.
MASS, MOMENTUM , AND ENERGY EQUATIONS
Continuity Equation Tutorial
ME 259 Fluid Mechanics for Electrical Students
First Law of Thermodynamics-The Energy Equation (4) Work transfer can also occur at the control surface when a force associated with fluid normal stress.
Experimental Thermo and Fluid Mechanics Lab. 4. Fluid Kinematics 4.1. Velocity Field 4.2. Continuity Equation.
Physics 151: Lecture 30 Today’s Agenda
CE 230-Engineering Fluid Mechanics Lecture # 18 CONTINUITY EQUATION Section 5.3 (p.154) in text.
Instructor’s Visual Aids Heat Work and Energy. A First Course in Thermodynamics © 2002, F. A. Kulacki Chapter 3 Module 3 Slide 1 Open System Analysis-1.
Finite Control Volume Analysis
Forces Acting on a Control Volume Body forces: Act through the entire body of the control volume: gravity, electric, and magnetic forces. Surface forces:
1 Example of Groundwater Primer - Yours will be fluid mechanics primer – see homework assignment sheet
Chapter 9 Solids and Fluids. Solids Has definite volume Has definite volume Has definite shape Has definite shape Molecules are held in specific locations.
Fluid Flow 1700 – 1782 Swiss physicist and mathematician. Wrote Hydrodynamica. Also did work that was the beginning of the kinetic theory of gases. Daniel.
Fluid mechanics 3.1 – key points
Unit 3 - FLUID MECHANICS.
Notes Reminder: please turn in HW, pick up new one Reminder: First Exam next Friday, 1:55-3:50pm, Jordan Hall lab room – Will cover Gravity, Fluids (Ch.13,
Hydrodynamics.
Fluid Mechanics 05.
Core Ag Engineering Principles – Session 1
Chapter 15B - Fluids in Motion
Fluids Fluids in Motion. In steady flow the velocity of the fluid particles at any point is constant as time passes. Unsteady flow exists whenever the.
AP Physics II.A – Fluid Mechanics.
BIEN 301 Individual Project Presentation
CHAPTER 6 MOMENTUM PRINCIPLE Dr. Ercan Kahya Engineering Fluid Mechanics 8/E by Crowe, Elger, and Roberson Copyright © 2005 by John Wiley & Sons, Inc.
Example Water at 95°C is flowing at a rate of 2.0 ft3/s through a 60° bend, in which there is a contraction from 4 to 3 inches internal diameter. Compute.
SURVIVAL MODE Quiz 3 –
PHAROS UNIVERSITY ME 259 FLUID MECHANICS FOR ELECTRICAL STUDENTS Basic Equations for a Control Volume.
R. Field 10/29/2013 University of Florida PHY 2053Page 1 Ideal Fluids in Motion Bernoulli’s Equation: The Equation of Continuity: Steady Flow, Incompressible.
Fluid Mechanics and Applications MECN 3110
Example 1 Velocity measurement by a Pitot tube
Introduction to Fluid Mechanics
Things to grab for this session (in priority order)  Pencil  Henderson, Perry, and Young text (Principles of Process Engineering)  Calculator  Eraser.
Bernoulli’s Principle. Usually, liquids are considered “incompressible”, meaning that the density of the liquid remains nearly constant. Gases are easily.
Chapter 11 Fluids.
Reynolds Transport Theorem We need to relate time derivative of a property of a system to rate of change of that property within a certain region (C.V.)
Finite Control Volume Analysis CVEN 311 Application of Reynolds Transport Theorem.
Dr. Jason Roney Mechanical and Aerospace Engineering
Fluid Flow Continuity and Bernoulli’s Equation
Fluids in Motion.
Elementary Mechanics of Fluids CE 319 F Daene McKinney Momentum Equation.
One Minute Paper Statics; reply. Fluid dynamics  Fluids in motion Pumps Fans Compressors Turbines Heat exchangers.
6. Flow of fluids and Bernoulli’s equation.
FLUIDS A fluid is any substance that flows and conforms to the boundaries of its container. A fluid could be a gas or a liquid. An ideal fluid is assumed.
Statika Fluida Section 3. Fluid Dynamics Objectives Introduce concepts necessary to analyse fluids in motion Identify differences between Steady/unsteady.
Pharos University ME 259 Fluid Mechanics for Electrical Students Revision for Final Exam Dr. A. Shibl.
Bernoulli Equation – Pitot tube  Horizontal  Velocity at stagnation point is 0  Incompressible fluid  Steady state  Velocity as function of pressure.
Bernoulli and Flow Continuity.  U-Tube Manometer  Used to measure pressure of a fluid  Principles involved: ◦ The pressure is the same in equal elevations.
Dynamic Fluids. Concept Checker Ideal fluids have three main components. What are they?
60 1. What is the mass M in the system as given in the
Mass and Energy Analysis of Control Volumes
KINEMATICS 1. A nozzle is so shaped that the velocity of flow along the centre line changes linearly from 1.5 m/s to 15 m/s in a distance of m. Determine.
Physics 21.
Integral equation in fluid mechanics
FLUID FLOW TYPICAL ENGINEERING PROBLEMS:
Control volume approach (검사체적 방법)
Conservation of Energy/Bernoulli’s Equation
FLUIDS IN MOTION The equations that follow are applied when a moving fluid exhibits streamline flow. Streamline flow assumes that as each particle in the.
Fluid kinematics Chapter 3
Applications of Bernoulli Equations
Pascals Law Pascal’s law states that: “The pressure in a confined fluid is transmitted equally to the whole surface of its container”
We assume here Ideal Fluids
9. FLUID FLOW: Working Problems
Presentation transcript:

اگر حجم کنترل در حال حرکت بود چه سرعتی در فرمول؟ + –

بقای جرم Incompressible Fluids Steady, Compressible Flow فرض یکنواخت و یک بعدی بودن سرعت در هر مقطع

An unsteady situation: dm C.V. /dt >0 Mass flow into control surface, kg/s Mass in system,m(t) Control surface Control Volume

A steady situation: dm C.V. /dt =0Massoutflow Massinflow Control surface Control Volume

An unsteady situation: dm C.V. /dt >0Massoutflow Massinflow Control surface Control Volume

EXP1)The balloon is being filled through section 1, where the area is A1, velocity is V1,and fluid density is ρ1. The average density within the balloon is ρb(t). Find an expression for the rate of change of system mass within the balloon at this instant.

EXP2) با توجه به پروفیل سرعت داده شده برای جریان درون لوله، سرعت متوسط را محاسبه کنید.

EXP3) Use the triangular control volume in Fig., bounded by (0, 0),(L, L), and (0, L), with depth b into the paper. Compute the volume flow through sections 1, 2, and 3, and compare to see whether mass is conserved.

V = Ui; U=30 m/s. The boundary-layer thickness at location d is δ=5 mm. The fluid is air with density ρ=1.24 kg/m3. Assuming the plate width perpendicular to the paper to be w=0.6 m, calculate the mass flow rate across surface bc of control volume abcd.

هر یک از سرعت ها چه مفهومی دارند؟

Typical Momentum Applications Fluid Jets Nozzles Vanes Pipe Bends

EXAMPLE : Momentum Application A 15 m/s jet of water (diameter 30 mm) is filling a tank. The tank has a mass of 5 kg, and contains 20 liters of water as shown. The water temp is 15 deg C. Find: ‐ Force acting on the stop block. ‐ Force acting on the bottom of the tank

SOLUTION………….cont.

EXAMPLE: Momentum Application-Vane A horizontal jet strikes a vane that is moving at a speed v v = 7 m/s. Diameter of the jet is 6 cm. Speed of the fluid jet is 20 m/s, relative to a fixed frame. What components of force are exerted on the vane by the water in the x and y directions? Assume negligible friction between the water and the vane.

SOLUTIONS پره

SOLUTIONS cont……..

معادله برنولی

Restrictions on Bernoullis’ Equation  Valid only for incompressible fluids  No energy is added or removed by pumps, brakes, valves, etc.  No heat transfer from or to liquid  No energy lost due to friction

Torricelli’s Theorem For a liquid flowing from a tank or reservoir with constant fluid elevation, the velocity through the orifice is given by: where, h is the difference in elevation between the orifice and the top of the tank Example: If h = 3.00 m, compute v 2 h

24

25