Presented by- Biswajit Baruah And Bhaskar Chetia.

Slides:



Advertisements
Similar presentations
Liquids and Gasses Matter that “Flows”
Advertisements

Lecture 2: Pressure Measurements
Static Fluids Fluids are substances, such as liquids and gases, that have no rigidity. A fluid lacks a fixed shape and assumes the shape of its container.
Pressure Measurement By Manometer
Water Pressure and Pressure Forces
Water Pressure and Pressure Force (Revision)
Fluid Mechanics Fluid Statics. Pressure field Pressure is a scalar field: p = p(x; y; z; t) The value of p varies in space, but p is not associated with.
Physics 102 Part II Thermal Physics Moza M. Al-Rabban Professor of Physics Fluids.
Chapter 15 Fluids.
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 mechanics 3.1 – key points
Pressure Sensors.
Pressure Measurement Muhajir Ab. Rahim
Existence of Gas pressure based on the kinetic theory gas molecules move freely and randomly. The gas molecules collide with one another and also collide.
SPH4C – Unit #4 Hydraulic and Pneumatic Systems
Fluid Statics Lecture - 2.
Pressure and its Measurement
Measuring Pressure: Student Success Criteria I can conduct an investigation to identify factors that affect the static pressure head in fluids, compare.
Chapter 14 PHYSICS 2048C Fluids. What Is a Fluid?  A fluid, in contrast to a solid, is a substance that can flow.  Fluids conform to the boundaries.
Monday, Nov. 22, 2004PHYS , Fall 2004 Dr. Jaehoon Yu 1 1.Density and Specific Gravity 2.Fluid and Pressure 3.Absolute and Relative Pressure 4.Pascal’s.
Advanced Physics Chapter 10 Fluids. Chapter 10 Fluids 10.1 Phases of Matter 10.2 Density and Specific Gravity 10.3 Pressure in Fluids 10.4 Atmospheric.
Hydrostatics: Fluids at Rest. applying Newtonian principles to fluids hydrostatics—the study of stationary fluids in which all forces are in equilibrium.
Fluid Mechanics Chapter 13 2 Fluid Anything that can flow A liquid or a gas Physics Chapter 13.
CHAPTER 2 Fluid Statics and Its Applications Nature of fluids
CE 1501 CE 150 Fluid Mechanics G.A. Kallio Dept. of Mechanical Engineering, Mechatronic Engineering & Manufacturing Technology California State University,
Fluid Mechanics Lecture 2 Instructor: Prof. Zaher Kuhail Eng. Tamer A. Eshtawi Eng. Tamer A. Eshtawi Faculty: Engineering Department: Civil Engineering.
Chapter 10 Fluids. Units of Chapter 10 Phases of Matter Density Pressure in Fluids Atmospheric Pressure and Gauge Pressure Pascal’s Principle Measurement.
Wednesday, Nov. 28, 2007 PHYS , Fall 2007 Dr. Jaehoon Yu 1 PHYS 1443 – Section 002 Lecture #23 Wednesday, Nov. 28, 2007 Dr. Jae Yu Density and.
Pressure & it’s Measurement. Pressure & it’s Measurement  Pressure & Measurement -Pascal’s law -Piezo-meter & Manometer -Atmospheric - Absolute - Gauge.
Measurement of Pressure Manometry
Water Pressure and Pressure Force (Revision) The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Hydraulics - ECIV 3322.
1 Fluid Mechanics Chapter 13 2 Fluid Anything that can flow A liquid or a gas.
Chapter 14 Fluids What is a Fluid? A fluid, in contrast to a solid, is a substance that can flow. Fluids conform to the boundaries of any container.
Fluids Unlike a solid, a fluid can flow. Fluids conform to the shape of the container in which it is put. Liquids are fluids the volume of which does not.
point of interest Pressure is a scalar quantity.
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 29, 2006.
Pressure and fluid statics
FLUID MECHANICS 1. Fluid Mechanics is defined as physical science dealing with the action of fluids at rest or in motion, and applications of devices.
Chapter 14 Fluids.
Pressure measurements related to the fluid systems are the topic of this chapter. Absolute pressure refers to the absolute value of the force per unit.
Copyright © 2010 Pearson Education, Inc. Lecture Outline Chapter 15 Physics, 4 th Edition James S. Walker.
Objectives  Know the relationship between pressure, force and area.  Know the relationship between fluid pressure, density and height (or depth) of.
Fluid Statics.
Measuring Pressure SPH4C. Static Pressure Head For any point in a static fluid, the height of the column above that point is called the static pressure.
Pressure In static Fluids
Pressure measurement Prof.R.G.Telrandhe. Need of pressure measurement? Pressure? Differential quantity Different pressures and relationship between them.
Wednesday, Apr. 14, 2004PHYS , Spring 2004 Dr. Jaehoon Yu 1 PHYS 1441 – Section 004 Lecture #20 Wednesday, Apr. 14, 2004 Dr. Jaehoon Yu Variation.
1. DEPARTMENT OF MECHANICAL ENGG IV-SEMESTER FLUID MECHANICS AND MACHINARY 2 CHAPTER NO. 1 PROPERTIES OF FLUID & FLUID PRESSURE.
Objectives  Introduce the concept of pressure;  Prove it has a unique value at any particular elevation;  Show how it varies with depth according.
Ch. 1.2 Pressure in Fluid Systems. States of Matter Matter can exist in four states: solid, liquid, gas and plasma. Atomic and molecular motion is different.
Pressure.
Pressure In static Fluids Fluid Mechanics Pressure In static Fluids CHE 312/CHE315.
AKM 205 AKIŞKANLAR MEKANİĞİ Yrd.Doç.Dr. Onur Tunçer İstanbul Teknik Üniversitesi “AKIŞKAN STATİĞİ”
Lecture 4. Pressure. 4.1 Pressure and it units Pressure = “the normal (perpendicular) force per unit area” Pressure at the bottom of the static (nonmoving)
Phys 101, General Physics I. Reference Book is Fluid Mechanics A fluid is a collection of molecules that are randomly arranged and held together by weak.
Chapter 14 Lecture 28: Fluid Mechanics: I HW10 (problems):14.33, 14.41, 14.57, 14.61, 14.64, 14.77, 15.9, Due on Thursday, April 21.
SAL COLLEGE OF ENGINEERING Department of Chemical Engineering ALA Subject : Fluid Flow Operation( ) TOPIC: Manometer Student : Koladiya Sandip Name:
Pressure Measurements
Pressure Pressure is defined as the force exerted by a fluid per unit area. Units in SI are Pa=N/m2. The pressure unit Pascal is too small for pressure.
Water Pressure and Pressure Force (Revision)
Fluid Mechanics Presentation on FLUID STATICS BY Group:
Copyright © 2014 John Wiley & Sons, Inc. All rights reserved.
Chapter 7: Solid and Fluids
Group members K17CE10 K17CE49 K17CE12. Introduction Classification of pressure Pressure measurement instruments Mechanical gauges.
SCHOOL OF INFRASTRUCTURE DEPARTMENT OF CIVIL ENGINEERING
Recall Pascal’s principle: An object within a fluid experiences pressure The figure to the right shows a cylinder of liquid of height h and area A. The.
Chapter 14 PHYSICS 2048C Fluids.
Pressure Measurements
Chapter 2 Fluid Static - Pressure
Presentation transcript:

Presented by- Biswajit Baruah And Bhaskar Chetia

What is Fluid Pressure?  Fluid contained in a vessel exerts force on all its sides. The force per unit area is called Fluid Pressure.  Mathematically- p= P/A where P= the force and A= area on which the force acts p= intensity of pressure S.I. unit is N/m 2 or Pascal

Pressure Head-  Represents the internal energy of a fluid due to the pressure exerted on its container. It may also be called static pressure head or simply static head.  Mathematically, h = p / γ where h=pressure head p=intensity of pressure γ=specific wt. of the liquid Hence, pressure intensity may be expressed in two ways- 1. As force per unit area & 2. As an equivalent static head.

Pascal’s Principle: Any change in the pressure of a fluid is transmitted uniformly in all directions throughout the fluid. A small force F 1 applied to a piston with a small area produces a much larger force F 2 on the larger piston. This allows a hydraulic jack to lift heavy objects.

Atmospheric,absolute and gauge pressure

Devices used for measuring pressure-  Fluid pressure may be measured by following devices- 1. Manometers- (a) Simple manometers- PIEZOMETER, U-TUBE MANOMETER & SINGLE- COLUMN MANOMETER. (b) Differential manometers- U-TUBE DIFFERENTIAL MANOMETER & INVERTED U-TUBE DIFFERENTIAL MANOMETER. 2. Mechanical gauges- BOURDON TUBE PRESSURE GAUGE, DIAPHRAGM PRESSURE GAUGE & VACUUM GAUGE.

MANOMETER- measures pressure at a point in a fluid by balancing the column of fluid by the same or another column of fluid. U-TUBE MANOMETER PIEZOMETER SINGLE-COLUMN MANOMETERS INCLINED VERTICAL

Differential manometers- U-TUBE DIFFERENTIAL MANOMETER INVERTED U-TUBE DIFFERENTIAL MANOMETER

Simple manometers- Consists of a glass-tube whose one end is connected to a point where pressure is to be measured and the other end is exposed to the atmosphere Includes- Piezometers U-tube manometers & Single-column manometers

PIEZOMETER- -It is the simplest form of Manometer,used for measuring moderate pressure.It consist of a Tube,open at one end to the Atmosphere,in which,Liquid can rise freely without overflow,the Height,to which the Liquid rises up in the Tube,gives the Pressure Head directly. p= γ h - -not suitable for measuring Negative Pressure because Air will enter in the pipe through the Tube Measures gauge pressure only. Disadvantages Cannot be used for measuring large pressures in case of lighter liquids. & Cannot be used for measuring gas pressures

U-tube manometer-  "U"-Tube manometer enables the pressure of both liquids and gases to be measured with the same instrument.  The fluid whose pressure is being measured should have a mass density less than that of the manometric fluid and the two fluids must be immiscible. The pressures in the right limb and the left limb above the datum line B-C are equal Pressure head above B-C in the right limb= h 2 S 2 Pressure head above B-C in the left limb = h+h 1 S 1 Equating, h+h 1 S 1 = h 2 S 2 OR, h= h 2 S 2 _ h 1 S 1 S2S2 S1S1 FOR POSITIVE GAUGE PRESSURE

. S2S2 FOR NEGATIVE GAUGE PRESSURE The pressures in the right limb and the left limb above the datum line X-X are equal Pressure head above X-X in the right limb= 0 Pressure head above X-X in the left limb = h+h 1 S 1 +h 2 S 2 Equating, h+h 1 S 1 +h 2 S 2 = 0 OR,h = _ ( h 1 S 1 +h 2 S 2 ) U-TUBE MANOMETER

Light liquid Heavy liquid S1S1 S2S2 A= area of crossection Datum line a= area of crossection A>>a A x Z 1 = a x h 2 Or, Z 1 = (a x h 2 )/A (1) Equating the pressure heads above the datum line Z-Z, h +(h 1 + Z 1 )S 1 = (h 2 + Z 1 )S 2 or, h = (h 2 + Z 1 )S 2 ­ _ (h 1 + Z 1 )S 1 or, h = Z 1 (S 2 _ S 1 ) + h 2 S 2 _ h 1 S 1 = { (a x h 2 )/A } (S 2 _ S 1 ) + h 2 S 2 _ h 1 S 1 As A>>a, so ratio A/a is very very small and can be neglected and above equation becomes, h = h 2 S 2 _ h 1 S 1 …………………………………………………… (2) SINGLE- COLUMN MANOMETER (VERTICAL)

#useful for the measurement of small pressures and is more sensitive than the vertical tube. -# Due to inclination the distance moved by the heavy liquid in the right limb is more. Let, l = length of the heavy liquid moved in the right limb, θ = inclination of right limb horizontal and Z 2 = vertical rise of liquid in the right limb from X-X= l sin θ Putting the value of Z 2 in equation (2) we get, h = l sinθ x S 2 _ h 1 S 1 SINGLE- COLUMN MANOMETER (INCLINED)

Differential U-tube manometer-  a differential manometer is used to measure the difference in pressures between two points in a pipe, or in two different pipes. -most commonly used types- 1.U-tube differential manometer. 2.Inverted U-tube differential manometer

Case 1.Figure (a) below shows a differential manometer whose two ends are connected with two different points A and B at the same level and containing same liquid. We know that the pressures in the left limb and the right limb, above the datum line X-X, are equal Pressure head in the left limb = h A + (h +h 1 )S 1 Pressure head in the right limb = h B + h 1 S 1 + hS Equating, h A + (h +h 1 )S 1 = h B + h 1 S 1 + hS or, h A - h B = h ( S – S 1 ) i.e. difference of pressure head, h A - h B = h ( S – S 1 )

case 2- Figure (b) below shows a differential manometer whose two ends are connected with two different points A and B at different levels and containing different liquids. We know that the pressures in the left limb and the right limb, above the datum line X-X, are equal Pressure head in the left limb = h A + (h +h 1 )S 1 Pressure head in the right limb = h B + h 2 S 2 + hS Equating, h A + (h +h 1 )S 1 = h B + h 2 S 2 + hS or, h A - h B = h ( S – S 1 ) + h 2 S 2 - h 1 S 1 Thus, difference of pressure at A and B, h A - h B = h ( S – S 1 ) + h 2 S 2 - h 1 S 1

Mechanical gauges-  Used for measuring medium and high pressures.  Employs elastic systems such as tubes, diaphragms, bellows,etc.  Types- Bourdon tube pressure gauge. Diaphragm gauge & Vacuum gauge.

Bourdon tube pressure gauge The bourdon tube pressure instrument is one of the oldest pressure sensing instruments in use today. The bourdon tube consists of a thin-walled tube that is flattened diametrically on opposite sides to produce a cross-sectional area elliptical in shape, having two long flat sides and two short round sides. The tube is bent lengthwise into an arc of a circle of 270 to 300 degrees. Pressure applied to the inside of the tube causes distension of the flat sections and tends to restore its original round cross-section. This change in cross- section causes the tube to straighten slightly. Since the tube is permanently fastened at one end, the tip of the tube traces a curve that is the result of the change in angular position with respect to the centre. Within limits, the movement of the tip of the tube can then be used to position a pointer to indicate the applied internal pressure. BOURDON TUBE PRESSURE GAUGE

Diaphragm gauge-  This type of gauge employs a metallic disc or diaphragm instead of a bent tube. This tube or diaphragm is used for actuating the indicating device. Referring to the figure below, when pressure is applied on the lower side of the diaphragm it is deflected upward. This movement of the diaphragm is transmitted to a rack and pinion. The latter is attached to the spindle of needle moving on a graduated dial. The dial can again be graduated in a suitable scale.

Vacuum Gauge- Bourdon gauges discussed earlier can be used to measure vacuum instead of pressure. Slight changes in the design are required for this purpose. Thus, in this case, the tub is bent inwards instead of outwards as in pressure gauges. Vacuum gauges are graduated in millimetres of mercury blow the atmospheric pressure. In such cases, therefore, absolute pressure in millimetres of mercury is the difference between barometer reading and vacuum gauge reading. Vacuum gauges are used to measure the vacuum in the condensers, etc. if there is leakage the vacuum will drop.