PRESSURE Objectives of Class: Define and explain Absolute pressure, Atmospheric pressure and Gage pressure. Define pressure at a point. Derive pressure.

Slides:



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

Fluids Gases (compressible) and liquids (incompressible) – density of gases can change dramatically, while that of liquids much less so Gels, colloids,
Fluid Statics.
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.
Statics CVEN 311 . Definitions and Applications ä Statics: no relative motion between adjacent fluid layers. ä Shear stress is zero ä Only _______ can.
1 CTC 261 Hydraulics Fluid Statics. 2 Objectives  Know the difference between absolute and gage pressure  Know how to calculate hydrostatic pressures.
Pressure Thermodynamics Professor Lee Carkner Lecture 2.
Pressure Measurement Muhajir Ab. Rahim
Pressure and Pressure Scales
Measuring Pressure. Atmospheric Pressure Recall: Caused by the weight of the air molecules above us. Typically kPa or Pa Measured using.
Pgs  Calculate the pressure exerted by a fluid.  Explain Pascal’s Principle.  Calculate how pressure varies with depth in a fluid.
Chapter 3: Pressure Measurement
Fluid Statics Lecture - 2.
Matter and Energy. Drill Answer the following: 1) List the 3 types of energy: 2) The air inside of a basketball left outside on a cold day cools and contracts.
Hydrostatic Pressure distribution in a static fluid and its effects on solid surfaces and on floating and submerged bodies. Fluid Statics M. Bahrami ENSC.
Pressure and its Measurement
Chapter 10: Fluids Three (common) phases of matter: 1. Solid: Maintains shape & size (approx.), even under large forces. 2. Liquid: No fixed shape. Takes.
Fluid Statics.
PRESSURE OF A FLUID Barometer air pressure pressure = height of mercury column.
1 Gases Chapter Properties of Gases Expand to completely fill their container Take the Shape of their container Low Density –much less than solid.
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.
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 14: Fluid Mechanics. COURSE THEME: NEWTON’S LAWS OF MOTION! Chs : Methods to analyze dynamics of objects in Translational & Rotational.
CHAPTER 5: PRESSURE 5.1 Pressure and Its Units
Motivation for Studying Fluid Mechanics
E Construction Surveying HYDRAULICS. Introduction surveyors –usually not be directly involved in the design of hydraulics systems –most certainly.
Pressure; Pascal’s Principle
Arterial Blood Pressure Taking a person’s Blood Pressure with a sphygmomanometer.
CHAPTER 2 Fluid Statics and Its Applications Nature of fluids
Road map to EPS 5 Lectures5: Pressure, barometric law, buoyancy water air fluid moves Fig. 7.6: Pressure in the atmosphere (compressible) and ocean (incompressible).
Chapter 3: Pressure and Fluid Statics
CE 1501 CE 150 Fluid Mechanics G.A. Kallio Dept. of Mechanical Engineering, Mechatronic Engineering & Manufacturing Technology California State University,
5.1 Hydrostatics 5.2 Fluid flow 5.3 Pascal Law for pressure 5.4 Archimedean Law 5.5 Continuity equation 5.6 Bernoulli equation. 5.7 Diffusion and endosmosis.
Chapter 10 Fluids. Units of Chapter 10 Phases of Matter Density Pressure in Fluids Atmospheric Pressure and Gauge Pressure Pascal’s Principle Measurement.
Fluid Mechanics - Hydrostatics AP Physics 2. States of Matter Before we begin to understand the nature of a Fluid we must understand the nature of all.
Introduction to Fluid Mechanics Engineering 1h Prof Bill Easson.
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.
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.
MAE 3130: Fluid Mechanics Lecture 2: Fluid Statics (Part A) Spring 2003 Dr. Jason Roney Mechanical and Aerospace Engineering.
Introduction to Basic Concepts of Thermodynamics
point of interest Pressure is a scalar quantity.
Fluids. Introduction The 3 most common states of matter are: –Solid: fixed shape and size (fixed volume) –Liquid: takes the shape of the container and.
Dr. Kamel Mohamed Guedri Umm Al-Qura University, Room H1091
Chapter 14 Fluids.
Problems Dr. Kagan ERYURUK.
NAZARIN B. NORDIN What you will learn: Pascal’s law Incompressibility of fluids Pressure, force ratio Archimedes principle Density.
NON-NEWTONIAN FLUIDS Fluids that do not follow the linear law of newton’s law of viscosity are called non-Newtonian fluids. For the non linear curves,
Wednesday, Apr. 14, 2004PHYS , Spring 2004 Dr. Jaehoon Yu 1 PHYS 1441 – Section 004 Lecture #20 Wednesday, Apr. 14, 2004 Dr. Jaehoon Yu Variation.
Objectives  Introduce the concept of pressure;  Prove it has a unique value at any particular elevation;  Show how it varies with depth according.
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)
Blood pressure measurement Presented by -Deepika Jain -Divya Jain
Pacific school of Engineering Sub: I.P.C Topic: Pressure measurement Guided by Piyush modi Mayani Chintak Sudani Dhrutik Bhikadiya.
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.
MEASUREMENT OF PRESSURE.. Shantilal shah engineering college. NAME:SARIYA ARTI ENROLL.NO: SUB:FLUID MECHANICS. BRANCH :CIVIL. SEM: 3 rd.
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.
Chapter 3: Pressure and Fluid Statics
What will happen – Why? When the barrier is removed, what will happen and can you explain why?
Halliday/Resnick/Walker Fundamentals of Physics 8th edition
Copyright © 2014 John Wiley & Sons, Inc. All rights reserved.
Chapter 2 Basic Concepts of Thermodynamics
CTC 261 Hydraulics Fluid Statics
When you catch a deep-sea fish, why does its eyes pop-out?
 water at 4° C = x 103 kg/m3 SI unit = kg/m3  varies with temperature and pressure Significantly for gases Not much for liquids or solids.
Fluid statics Hydrostatics or Fluid Statics is the study of fluids at rest. It's practical applications are numerous. Some of which are Fluid Manometers,
CTC 261 Hydraulics Fluid Statics
Chapter 2 Fluid Static - Pressure
Presentation transcript:

PRESSURE Objectives of Class: Define and explain Absolute pressure, Atmospheric pressure and Gage pressure. Define pressure at a point. Derive pressure variation relation discuss pressure measurement methods and techniques

FLUID PROPERTIES - PRESSURE Pressure is defined as a normal force exerted by a fluid per unit area. Units of pressure are N/m 2, which is called a pascal (Pa).

PRESSURE Since the unit Pa is too small for pressures encountered in practice, kilopascal (1 kPa = 10 3 Pa) and megapascal (1 MPa = 10 6 Pa) are commonly used. 1 atm = 101,325 Pa = kPa = bar Other units include kgf/cm 2, lbf/in 2 =psi. 1 kgf/cm 2 = N/cm 2 = psi

REFERENCE PRESSURE ATMOSPHERIC, P atm GAGE (Vacuum when, Pgage is –ve) ABSOLUTE

ABSOLUTE, GAGE, AND VACUUM PRESSURES Perfect Vacuum, P abs = 0 atm P atm P abs P vacuum = P gage (-ve) P gage (+ve) P abs P abs = P atm - P vac P abs = P gage + P atm

ATMOSPHERIC PRESSURE Atmospheric pressure is the pressure at any point in the Earth's atmosphere. In most circumstances atmospheric pressure is closely approximated by the hydrostatic pressure caused by the weight of air above the measurement point.pressureEarth's atmospherehydrostatic pressureweight air Source: en. Wikipedia.com.

ATMOSPHERIC PRESSURE How does it change? Changes not only with elevation but also with weather condition) Also known as “ Barometric Pressure” Perfect Vacuum, P abs = 0 atm P at m P abs P vacuum = P gage (-ve) P gage (+ve) P abs P abs = P gage + P atm P abs = P atm - P vac

ABSOLUTE PRESSURE Pressure measured relative to perfect vacuum is called ABSOLUTE PRESSURE, Pa(abs) or psia. A perfect vacuum is the lowest possible pressure. Absolute pressure (always +ve.) Perfect Vacuum, P abs = 0 atm P at m P abs P vacuum = P gage (-ve) P gage (+ve) P abs P abs = P gage + P atm P abs = P atm - P vac

GAGE PRESSURE Pressure measured relative to atmospheric pressure, Pa (gage) or psig. Most pressure-measuring devices are calibrated to read zero in the atmosphere, and gage pressure, P gage =P abs - P atm. Perfect Vacuum, P abs = 0 atm P at m P abs P vacuum = P gage (-ve) P gage (+ve) P abs P abs = P gage + P atm P abs = P atm - P vac

GAGE PRESSURE A gage pressure above atmospheric pressure (relative to atmospheric) is +ve. A gage pressure below atmospheric pressure (relative to atmospheric) is –ve. It is also called vacuum pressure Perfect Vacuum, P abs = 0 atm P at m P abs P vacuum = P gage (-ve) P gage (+ve) P abs P abs = P gage + P atm P abs = P atm - P vac

EXAMPLE 1 Express a pressure of 155 kPa (gage) as an absolute pressure. The local atmospheric pressure is 98 kPa (abs).

EXAMPLE 2 Express a pressure of 225 kPa(abs) as a gage pressure. The local atmospheric pressure is 101 kPa(abs).

ANSWER 2 Solving algebraically for Pgage gives

EXAMPLE 3 Express a pressure of 75.2 kPa (abs) as a gage pressure. The local atmospheric pressure is kPa.

ANSWER 3 Notice that the result is negative. This can also be read “28.2 kPa below atmospheric pressure” or “28.2 kPa vacuum.”

EXAMPLE 4 Express a pressure of –42.7 kPa as an absolute pressure. Assume, P atm=101 kPa:

PRESSURE AT A POINT Pressure: A scalar? A vector? Pressure at any point in a fluid is the same in all directions. Magnitude, but not a specific direction, Scalar quantity. Other words, Pressure at any point in fluid has the same magnitude in all directions.

PRESSURE AT A POINT Small wedge shape fluid element of unit length in equilibrium (Δy = 1) The force acting on a surface = product of mean pressure and surface area, respectively. Σ F x = ma x = 0: P 1 Δ z – P 3 lsinӨ = (1) Σ F z = ma z = 0 : P 2 Δ x – P 3 lcos Ө – ½ ρg Δ x Δ z (2) Δ x = lcos Ө, Δ z = lsinӨ ; P1ΔzP1Δz P2 ΔxP2 Δx P3lP3l z x Ө Weight of the fluid element

PRESSURE AT A POINT Therefore, (1) become P 1 – P 3 = 0 ; P 1 = P 3, (2) become P 2 – P 3 – ½ ρg Δ z = 0; The fluid element shrinks to a point, when Δ z 0 Then, P 1 = P 2 = P 3 = 0.

PRESSURE AT A POINT Conclusion Pressure at any point in a fluid is the same in all directions. Pressure has a magnitude, but not a specific direction (as stated above), and thus it is a scalar quantity.

VARIATION OF PRESSURE WITH DEPTH In the presence of a gravitational field, pressure increases with depth because more fluid rests on deeper layers.

HYDROSTATIC FORCE AND PRESSURE VARIATION WITH DEPTH [p + (dp/dz)dz]dA z dz pdA Z- direction The force balance in hydrostatic case: ∑F = 0 pdA+ (-[p + (dp/dz)dz]dA) + (- ρgdAdz) = 0 dp/dz = -ρg p = po + ∫ρgz When p=po at z=zo p = po + (zo-z)ρg = po + ρgh

VARIATION OF PRESSURE WITH DEPTH Pressure in a fluid at rest is independent of the shape of the container. Pressure is the same at all points on a horizontal plane in a given fluid.

EXAMPLE 5 Calculate the change in water pressure from the surface (exposed to atmosphere) to a depth of 5 m.

EXAMPLE 5 If the surface of the water is exposed to the atmosphere, the pressure there is 0 Pa(gage). Descending in the water (decreasing elevation) produces an increase in pressure. Therefore, at 5 m the pressure is kPa(gage). P = ρgh = (1000kg/m 3 )(9.81m/s 2 )(5m) Pa.

*GAS PRESSURE VARIATION WITH ELEVATION Air density at sea level, 15 degree Celcius is kg/m3. Pressure difference at 5m height difference; ρgh = (1.225 kg/m3) * ms-2 * 5m * (1 N/1 kgms-2) * ( 1 kPa/ 1000 N/m2) = 0.06 kPa 1 atm = kPa For gas, the variation of pressure with height is negligible, because of their low density. Also, weight is too small. However is accuracy is desired, it becomes significant. Gravitational Effect g = m/s2 at sea level, at elevation 14,000 m above sea level, g = m/s2, which is 0.4% change. Therefore, g variation is so small and g can be considered constant.

*EXAMPLE 6* Figure below shows a tank of oil with one side open to the atmosphere and the other side sealed with air above the oil. The oil has a specific gravity of Calculate the gage pressure at points A, B, C, D, E, and F and the air pressure in the right side of the tank.

EXAMPLE 6 Point A At this point, the oil is exposed to the atmosphere, and therefore Point B The change in elevation between point A and point B is 3.0 m, with B lower than A. The specific weight of the oil: Then we have

EXAMPLE 6 Now, the pressure at B is Point C The change in elevation from point A to point C is 6.0 m, with C lower than A. Then, the pressure at point C is Point D Because point D is at the same level as point B, the pressure is the same. That is, we have

EXAMPLE 6 Point E Because point E is at the same level as point A, the pressure is the same. That is, we have Point F The change in elevation between point A and point F is 1.5 m, with F higher than A. Then, the pressure at F is

EXAMPLE 6 Air Pressure in the right side of the tank is exposed to the surface of the oil, where p F = -13.2kPa the air pressure is also -13.2kPa or 13.2 kPa below atmospheric pressure.

PASCAL’S LAW “A pressure applied to a confined fluid increases the pressure throughout by the same amount”. In picture, pistons are at same height:

MANOMETER Incompressible fluid static, Fluid column measure pressure difference Measure small and moderate pressure difference 12

*THE MANOMETER An elevation change of  z in a fluid at rest corresponds to  P/  g. A device based on this is called a manometer. A manometer consists of a U-tube containing one or more fluids such as mercury, water, alcohol, or oil. Heavy fluids such as mercury are used if large pressure differences are anticipated. Gas: Low density, weight is so small to give significance pressure increase.

*MANOMETER - EXAMPLE 2-5 Calculate the pressure of the gas in the tank. P gas - ρgh = P atm

* MEASURING PRESSURE DROPS * Manometers are well suited to measure pressure drops across valves, pipes, heat exchangers, etc. Relation for pressure drop P 1 -P 2 is obtained by starting at point 1 and adding or subtracting  gh terms until we reach point 2. If fluid in pipe is a gas,  2 >>  1 and P 1 -P 2 =  gh

*MANOMETER-PRESSURE DIFFERENCE Fluid Dynamic Fluid Static Determine pressure difference between 1 and 2.

MANOMETER–PRESSURE DIFFERENCE Assume pressure at point 1, 2, A and B are P 1, P 2, P A and P B respectively. For fluid static, pressure for the same fluid does not vary in horizontal direction. Therefore, P A = P B. P A = P 1 + ρ 1 g(h+a) ; P B = P 2 + ρ 1 ga + ρ 2 gh P1 + ρ 1 g (a + h) – ρ 2 gh – ρ 1 ga = P2 Therefore, P1 - P2 = (ρ 2 - ρ 1 ) * g * h

*MULTIFLUID MANOMETER-EX.2-6 * For same fluid (constant density) pressure does not vary in the horizontal direction. Pressure vary in vertical direction. P A = P B P A = P atm + ρ m gh 3 P B =P C + ρ oil gh 2 P C =P air + ρ water gh 1 A B C D

MULTIFLUID MANOMETER-EX.2-6 P 1 + ρgh 1 + ρ 1 gh 2 - ρ 2 gh 3 = P 2

*MULTI FLUID MANOMETER – QUIZ 1 Calculate the difference in pressure between points A and B in the following figure and express it as p B – p A.

THE BAROMETER Atmospheric pressure is measured by a device called a barometer; thus, atmospheric pressure is often referred to as the barometric pressure. P atm = 760mmHg at 0C, under standard gravitational acceleration, g (9.807m/s2). Change in atmospheric pressure due to elevation has many effects: Cooking, nose bleeds, engine performance, aircraft performance. 1 atm = 760 Torr; 1 Torr = Pa P C can be taken to be zero since there is only Hg vapor above point C, and it is very low relative to P atm.

PRESSURE MEASUREMENT - MEDICAL APPLICATION Most important in biological and medical applications Complicated – physiological control system Direct and indirect (auscultatory) measurement

PRESSURE MEASUREMENT NON INVASIVE TECHNIQUE Sphygmomanometer Use in clinical practice – easy and low cost Cuff is wrapped around patient’s arm and inflated with air. There are means for pressurizing the cuff, and gauge for monitoring the pressure inside the cuff.

PRESSURE MEASUREMENT- A cuff of appropriate size is fitted and inflated manually by repeatedly squeezing a rubber bulb until the artery is completely occluded. Listening with the stethoscope to the brachial artery at the elbow, the examiner slowly releases the pressure in the cuff. brachial arteryelbow

PRESSURE MEASUREMENT – NON INVASIVE When blood flow through arteries, turbulent flow makes audible sound known as Korotkoff sounds. The pressure at which the sound is first heard is the systolic blood pressure. The cuff pressure is further released until no sound can be heard (fifth Korotkoff sound), at the diastolic blood pressure. Advantage – noninvasive, inexpensive and reliable Disadvantage – relatively inaccuracy (operator error), low resolution, and difficulty of measuring the diastolic pressure (depend on the operator ability to hear very quiet sound).

PRESSURE MEASUREMENT – INVASIVE TECHNIQUES More accurate pressure measurement technique Intravascular (inside blood vessel)– Strain gauge – tipped pressure tranducer is inserted into artery to determine whether a specific stenosis is the caused of decreased blood flow.

Eustachian tube Connect middle ear to nasopharynx (throat). Equalize middle air pressure with environmental pressure [ Pressure difference between middle ear and outside environment (diving, high altitude)] Risk of bursting or damaging eardrum Yawning (lowering and protruding the jaw) helps balancing pressure in the middle ears

Page last modified: December 26, 2007