The document discusses static fluids and pressure. It defines fluids as substances that lack rigidity and assume the shape of their container. Pressure is defined as the force exerted perpendicularly per unit area. Atmospheric pressure at sea level is approximately 1 atmosphere or 101,325 Pascals. Liquids exert pressure equally in all directions within a container, with pressure increasing with depth and remaining constant horizontally. Pascal's principle states that pressure changes in a confined fluid are transmitted undiminished throughout the fluid.
This document provides an overview of fluid statics and pressure measurements. It begins with defining key fluid properties like viscosity and continuum hypothesis. It then discusses pressure at a point using Pascal's law and basic equations for pressure fields. The hydrostatic condition of zero acceleration is examined, leading to equations for pressure variation in incompressible and compressible fluids. Standard atmospheric models and various pressure measurement techniques like manometers, barometers, and mechanical devices are also summarized. Example problems are provided to demonstrate applications of the fluid statics concepts.
The document summarizes key concepts related to fluid mechanics including:
1) It defines different terms used to describe fluid motion such as streamlines, pathlines, and streamtubes.
2) It classifies fluid flows as steady or unsteady, uniform or non-uniform, laminar or turbulent, compressible or incompressible.
3) It describes fluid particle motion using Lagrangian and Eulerian reference frames and provides equations for velocity and acceleration.
4) It defines discharge as the total fluid flow rate through a cross-section and explains how to calculate mean velocity.
5) It presents the continuity equation which states that mass flow rate remains constant for both compressible and incompressible steady fluid flows
This document discusses fluid statics and pressure measurement. It defines concepts like absolute pressure, gauge pressure, atmospheric pressure, and Pascal's law. It describes devices used to measure pressure like manometers, piezometers, and Bourdon gauges. Specifically, it provides details on how liquid manometers and differential manometers work, including the principles, setup, and equations to calculate pressure. It also lists the advantages and limitations of using manometers for pressure measurement applications.
This document summarizes key topics in fluid statics covered in Lecture 3 of Fundamentals of Fluid Mechanics, including the basic equations of fluid statics, pressure variation in static fluids, hydrostatic force on submerged surfaces, and buoyancy. It discusses concepts such as Pascal's law, pressure-height relationships, and calculating forces on plane and curved surfaces. Examples are provided for calculating pressures, forces, and buoyant forces in various fluid static scenarios.
PLEASE NOTE THIS IS PART-1
By Referring or said Learning This Presentation You Can Clear Your Basics Fundamental Doubts about Fluid Mechanics. In this Presentation You Will Learn about Fluid Pressure, Pressure at Point, Pascal's Law, Types Of Pressure and Pressure Measurements.
This document discusses various topics related to fluid mechanics including:
1. Fluid statics, hydrostatic pressure variation, and Pascal's law.
2. Different types of pressures like atmospheric pressure, gauge pressure, vacuum pressure, and absolute pressure.
3. The hydrostatic paradox and how pressure intensity is independent of the weight of fluid.
4. Different types of manometers used to measure pressure like piezometers, U-tube manometers, single column manometers, differential manometers, and inverted U-tube differential manometers.
5. How bourdon tubes and diaphragm/bellows gauges can be used to measure pressure by converting pressure differences into mechanical displacements.
Fluid properties like density, viscosity, and specific gravity are important to characterize different fluids. Density is defined as mass per unit volume and determines whether a flow is compressible or incompressible. Viscosity measures a fluid's resistance to flow and internal friction. It is proportional to shear stress and inversely proportional to velocity gradient. Water has a viscosity of 1x10-3 N-s/m2 while air is less viscous at 1.8x10-5 N-s/m2. Specific gravity is the ratio of a fluid's density to that of water and is a dimensionless property.
This document discusses the continuity equation in fluid mechanics. It defines the continuity equation as the product of cross-sectional area and fluid speed being constant at any point along a pipe. This constant product equals the volume flow rate. The document then derives the continuity equation mathematically by considering the mass flow rate at the inlet and outlet of a pipe with varying cross-sectional areas but steady, incompressible flow. It provides an example calculation and solution for water flow rates and velocities through pipes of different diameters.
This document provides an overview of fluid statics and pressure measurements. It begins with defining key fluid properties like viscosity and continuum hypothesis. It then discusses pressure at a point using Pascal's law and basic equations for pressure fields. The hydrostatic condition of zero acceleration is examined, leading to equations for pressure variation in incompressible and compressible fluids. Standard atmospheric models and various pressure measurement techniques like manometers, barometers, and mechanical devices are also summarized. Example problems are provided to demonstrate applications of the fluid statics concepts.
The document summarizes key concepts related to fluid mechanics including:
1) It defines different terms used to describe fluid motion such as streamlines, pathlines, and streamtubes.
2) It classifies fluid flows as steady or unsteady, uniform or non-uniform, laminar or turbulent, compressible or incompressible.
3) It describes fluid particle motion using Lagrangian and Eulerian reference frames and provides equations for velocity and acceleration.
4) It defines discharge as the total fluid flow rate through a cross-section and explains how to calculate mean velocity.
5) It presents the continuity equation which states that mass flow rate remains constant for both compressible and incompressible steady fluid flows
This document discusses fluid statics and pressure measurement. It defines concepts like absolute pressure, gauge pressure, atmospheric pressure, and Pascal's law. It describes devices used to measure pressure like manometers, piezometers, and Bourdon gauges. Specifically, it provides details on how liquid manometers and differential manometers work, including the principles, setup, and equations to calculate pressure. It also lists the advantages and limitations of using manometers for pressure measurement applications.
This document summarizes key topics in fluid statics covered in Lecture 3 of Fundamentals of Fluid Mechanics, including the basic equations of fluid statics, pressure variation in static fluids, hydrostatic force on submerged surfaces, and buoyancy. It discusses concepts such as Pascal's law, pressure-height relationships, and calculating forces on plane and curved surfaces. Examples are provided for calculating pressures, forces, and buoyant forces in various fluid static scenarios.
PLEASE NOTE THIS IS PART-1
By Referring or said Learning This Presentation You Can Clear Your Basics Fundamental Doubts about Fluid Mechanics. In this Presentation You Will Learn about Fluid Pressure, Pressure at Point, Pascal's Law, Types Of Pressure and Pressure Measurements.
This document discusses various topics related to fluid mechanics including:
1. Fluid statics, hydrostatic pressure variation, and Pascal's law.
2. Different types of pressures like atmospheric pressure, gauge pressure, vacuum pressure, and absolute pressure.
3. The hydrostatic paradox and how pressure intensity is independent of the weight of fluid.
4. Different types of manometers used to measure pressure like piezometers, U-tube manometers, single column manometers, differential manometers, and inverted U-tube differential manometers.
5. How bourdon tubes and diaphragm/bellows gauges can be used to measure pressure by converting pressure differences into mechanical displacements.
Fluid properties like density, viscosity, and specific gravity are important to characterize different fluids. Density is defined as mass per unit volume and determines whether a flow is compressible or incompressible. Viscosity measures a fluid's resistance to flow and internal friction. It is proportional to shear stress and inversely proportional to velocity gradient. Water has a viscosity of 1x10-3 N-s/m2 while air is less viscous at 1.8x10-5 N-s/m2. Specific gravity is the ratio of a fluid's density to that of water and is a dimensionless property.
This document discusses the continuity equation in fluid mechanics. It defines the continuity equation as the product of cross-sectional area and fluid speed being constant at any point along a pipe. This constant product equals the volume flow rate. The document then derives the continuity equation mathematically by considering the mass flow rate at the inlet and outlet of a pipe with varying cross-sectional areas but steady, incompressible flow. It provides an example calculation and solution for water flow rates and velocities through pipes of different diameters.
The document discusses concepts related to hydrostatics and pressure, including:
- Fluids and their properties like density and pressure
- The definition of pressure as force over area
- Factors that pressure depends on, such as force, area, and their relationships
- Applications of pressure concepts like sharp knives cutting better and ice skates gripping ice
- Pascal's principle and its demonstration using a syringe and hydraulic press
- Stevin's law relating pressure, depth and density of fluids
- Archimede's principle of buoyancy and how buoyant force depends on fluid properties and volume displaced
The document provides an overview of hydrostatics. It defines key properties of liquids like viscosity, bulk modulus, and density. It describes how pressure increases with depth in liquids and defines concepts like gauge pressure, absolute pressure, and pressure head. Archimedes' principle states that the upward force on a submerged object equals the weight of the fluid displaced. Worked examples demonstrate calculating pressure, force, and volume displaced for various hydrostatic situations.
1) The document discusses fluid kinematics, which deals with the motion of fluids without considering the forces that create motion. It covers topics like velocity fields, acceleration fields, control volumes, and flow visualization techniques.
2) There are two main descriptions of fluid motion - Lagrangian, which follows individual particles, and Eulerian, which observes the flow at fixed points in space. Most practical analysis uses the Eulerian description.
3) The Reynolds Transport Theorem allows equations written for a fluid system to be applied to a fixed control volume, which is useful for analyzing forces on objects in a flow. It relates the time rate of change of an extensive property within the control volume to surface fluxes and the property accumulation.
This document discusses key concepts in fluid dynamics, including:
(i) Fluid kinematics describes fluid motion without forces/energies, examining geometry of motion through concepts like streamlines and pathlines.
(ii) Fluids can flow steadily or unsteadily, uniformly or non-uniformly, laminarly or turbulently depending on properties of the flow and fluid.
(iii) The continuity equation states that mass flow rate remains constant for an incompressible, steady flow through a control volume according to the principle of conservation of mass.
1. The document discusses ideal fluids and their properties, including being incompressible and nonviscous.
2. It introduces concepts like laminar and turbulent flow, and uses Bernoulli's principle and the continuity equation to relate fluid properties like pressure, velocity, and flow rate.
3. Examples are given to demonstrate how Bernoulli's principle can be used to understand phenomena like decreases in pressure associated with increases in flow speed.
This document provides an introduction and overview of a fluid mechanics course taught by Dr. Mohsin Siddique. It outlines the course details including goals, topics, textbook, and assessment methods. The course aims to provide an understanding of fluid statics and dynamics concepts. Key topics covered include fluid properties, fluid statics, fluid flow measurements, dimensional analysis, and fluid flow in pipes and open channels. Students will be evaluated through assignments, quizzes, a midterm exam, and a final exam. The course intends to develop skills relevant to various engineering fields involving fluid mechanics.
Buoyancy and pressure in fluids are discussed. Objects experience an upward buoyant force when submerged in fluids due to higher pressure at deeper levels pushing up on the bottom of the object. Archimedes' principle states that the buoyant force equals the weight of fluid displaced by the object. The buoyant force can be calculated by subtracting the weight of the object in water from its weight in air.
This presentation introduces concepts of hydrostatics including total pressure on immersed surfaces, center of pressure, and applications. Total pressure on a surface depends on its orientation (horizontal, vertical, inclined) and is calculated by integrating pressure over small elements. The center of pressure is the point where the total pressure force acts and can be found using the theorem of parallel axis. Examples of hydrostatics applications discussed are water pressure on structures like sluice gates, lock gates, and masonry walls. Conditions for stability of dams are also outlined.
1) The document discusses fluid mechanics concepts related to pressure and fluid statics. It covers topics like pressure measurement devices, hydrostatic forces on submerged surfaces, buoyancy, stability of floating and immersed bodies, and fluids in rigid-body motion.
2) Key concepts covered include how pressure varies with depth in fluids, Pascal's law, Archimedes' principle of buoyancy, stability criteria for floating and immersed objects, and how pressure varies in fluids undergoing linear or rotational acceleration.
3) Various pressure measurement devices are described, including manometers, bourdon tubes, and deadweight testers. Equations are provided for calculating hydrostatic forces on plane and curved surfaces.
Chapter1 fm-introduction to fluid mechanics-convertedSatishkumarP9
This document discusses fluid mechanics and provides definitions and classifications of fluid flows. It defines fluid mechanics as the science dealing with fluids at rest or in motion and their interactions with solids. Fluid flows are classified as internal or external, compressible or incompressible, laminar or turbulent based on factors like whether the fluid is confined or not, the level of density variation, and the orderliness of fluid motion. The document also lists many application areas of fluid mechanics across various engineering and scientific fields.
This document discusses fluid pressure and various ways to measure it. It defines pressure as a force per unit area and explains that pressure increases linearly with depth in a static fluid. It also describes how manometers and barometers work to measure pressure differences and atmospheric pressure respectively using the hydrostatic pressure equation. Manometers use columns of liquid like mercury or water, while barometers use a mercury column to directly measure atmospheric pressure at sea level.
Momentum is defined as the product of an object's mass and velocity. It is a vector quantity that possesses both magnitude and direction. The conservation of momentum states that the total momentum of an isolated system remains constant unless an external force acts on it. Viscoelastic materials exhibit both viscous and elastic properties, straining over time when stress is applied but also partially recovering when stress is removed. Common tests used to characterize viscoelastic materials include creep-recovery, stress relaxation, and cyclic tests by applying and removing constant loads/strains over time.
This chapter introduces concepts related to fluid mechanics including definitions, properties, and units. It defines a fluid as a substance that flows under shear stress and can be a liquid or gas. Properties like density, specific weight, viscosity, and specific gravity are discussed. Density is defined as mass per unit volume and varies between different fluids. Viscosity describes a fluid's resistance to flow and can vary significantly between fluids. Finally, it distinguishes between Newtonian and non-Newtonian fluids based on whether viscosity depends on shear rate.
Fluid Mechanics Chapter 2 Part II. Fluids in rigid-body motionAddisu Dagne Zegeye
1. The document discusses rigid-body motion of fluids, where fluid particles move together with no internal motion or deformation. It presents equations of motion relating pressure, acceleration, and gravity for fluids undergoing rigid-body translation or rotation.
2. Special cases are considered, including fluids at rest, where pressure only varies with height, and fluids in free fall or accelerated upward, where pressure gradients are altered by acceleration.
3. For fluids accelerating linearly, equations are derived showing pressure varies with both vertical position and horizontal displacement from the acceleration axis, forming parallel inclined surfaces of constant pressure.
This document provides an overview of fluid kinematics. It defines fluid kinematics as the study of fluid motion without considering pressure forces. It describes Lagrangian and Eulerian methods for analyzing fluid flow, and defines different types of flows including steady/unsteady, uniform/non-uniform, laminar/turbulent, compressible/incompressible, rotational/irrotational, and one-dimensional/two-dimensional/three-dimensional flows. It also discusses flow visualization techniques like streamlines, pathlines, and streaklines.
Bernoulli's theorem states that for an incompressible and non-viscous fluid flowing steadily in a streamlined manner, the total mechanical energy at each point along a streamline remains constant. This includes pressure energy, kinetic energy, and potential energy. Specifically, the pressure plus one-half the density times the velocity squared plus the density times the gravitational potential energy is constant at all points. Bernoulli's theorem can be applied to explain various fluid dynamics phenomena like the venturi effect and the lift generated by airplane wings. It is limited to non-viscous, incompressible, laminar flows without rotation.
This document outlines the key topics and concepts covered in a fluid mechanics course, including:
- Three main learning outcomes are analyzing fluid mechanics problems and experiments, organizing experiments into groups, and demonstrating teamwork skills.
- The introduction defines fluid mechanics and explains that it deals with the static and dynamic behavior of liquids and gases according to conservation laws.
- Key fluid properties discussed include pressure, viscosity, density, compressibility, and more. Different types of pressure - atmospheric, gauge, and absolute - are also defined.
This document presents information about Reynolds number and pressure head. It was presented by 4 students to their teacher. It defines Reynolds number and describes different types based on flow conditions. It also explains pressure head and different types of pressure like absolute, gauge and vacuum pressure. Various pressure measuring devices are discussed along with their principles and applications. Examples of applications of Reynolds number and pressure head in different fields like fluid mechanics and engineering are also provided.
1. Fluid statics deals with fluids at rest, where only normal forces due to pressure are present, not shear stresses.
2. Pressure is defined as force per unit area and can be calculated using equations for either finite or infinite areas.
3. Pascal's principles state that pressure acts uniformly in all directions on an enclosed fluid and acts perpendicular to solid boundaries containing the fluid.
The document discusses concepts related to hydrostatics and pressure, including:
- Fluids and their properties like density and pressure
- The definition of pressure as force over area
- Factors that pressure depends on, such as force, area, and their relationships
- Applications of pressure concepts like sharp knives cutting better and ice skates gripping ice
- Pascal's principle and its demonstration using a syringe and hydraulic press
- Stevin's law relating pressure, depth and density of fluids
- Archimede's principle of buoyancy and how buoyant force depends on fluid properties and volume displaced
The document provides an overview of hydrostatics. It defines key properties of liquids like viscosity, bulk modulus, and density. It describes how pressure increases with depth in liquids and defines concepts like gauge pressure, absolute pressure, and pressure head. Archimedes' principle states that the upward force on a submerged object equals the weight of the fluid displaced. Worked examples demonstrate calculating pressure, force, and volume displaced for various hydrostatic situations.
1) The document discusses fluid kinematics, which deals with the motion of fluids without considering the forces that create motion. It covers topics like velocity fields, acceleration fields, control volumes, and flow visualization techniques.
2) There are two main descriptions of fluid motion - Lagrangian, which follows individual particles, and Eulerian, which observes the flow at fixed points in space. Most practical analysis uses the Eulerian description.
3) The Reynolds Transport Theorem allows equations written for a fluid system to be applied to a fixed control volume, which is useful for analyzing forces on objects in a flow. It relates the time rate of change of an extensive property within the control volume to surface fluxes and the property accumulation.
This document discusses key concepts in fluid dynamics, including:
(i) Fluid kinematics describes fluid motion without forces/energies, examining geometry of motion through concepts like streamlines and pathlines.
(ii) Fluids can flow steadily or unsteadily, uniformly or non-uniformly, laminarly or turbulently depending on properties of the flow and fluid.
(iii) The continuity equation states that mass flow rate remains constant for an incompressible, steady flow through a control volume according to the principle of conservation of mass.
1. The document discusses ideal fluids and their properties, including being incompressible and nonviscous.
2. It introduces concepts like laminar and turbulent flow, and uses Bernoulli's principle and the continuity equation to relate fluid properties like pressure, velocity, and flow rate.
3. Examples are given to demonstrate how Bernoulli's principle can be used to understand phenomena like decreases in pressure associated with increases in flow speed.
This document provides an introduction and overview of a fluid mechanics course taught by Dr. Mohsin Siddique. It outlines the course details including goals, topics, textbook, and assessment methods. The course aims to provide an understanding of fluid statics and dynamics concepts. Key topics covered include fluid properties, fluid statics, fluid flow measurements, dimensional analysis, and fluid flow in pipes and open channels. Students will be evaluated through assignments, quizzes, a midterm exam, and a final exam. The course intends to develop skills relevant to various engineering fields involving fluid mechanics.
Buoyancy and pressure in fluids are discussed. Objects experience an upward buoyant force when submerged in fluids due to higher pressure at deeper levels pushing up on the bottom of the object. Archimedes' principle states that the buoyant force equals the weight of fluid displaced by the object. The buoyant force can be calculated by subtracting the weight of the object in water from its weight in air.
This presentation introduces concepts of hydrostatics including total pressure on immersed surfaces, center of pressure, and applications. Total pressure on a surface depends on its orientation (horizontal, vertical, inclined) and is calculated by integrating pressure over small elements. The center of pressure is the point where the total pressure force acts and can be found using the theorem of parallel axis. Examples of hydrostatics applications discussed are water pressure on structures like sluice gates, lock gates, and masonry walls. Conditions for stability of dams are also outlined.
1) The document discusses fluid mechanics concepts related to pressure and fluid statics. It covers topics like pressure measurement devices, hydrostatic forces on submerged surfaces, buoyancy, stability of floating and immersed bodies, and fluids in rigid-body motion.
2) Key concepts covered include how pressure varies with depth in fluids, Pascal's law, Archimedes' principle of buoyancy, stability criteria for floating and immersed objects, and how pressure varies in fluids undergoing linear or rotational acceleration.
3) Various pressure measurement devices are described, including manometers, bourdon tubes, and deadweight testers. Equations are provided for calculating hydrostatic forces on plane and curved surfaces.
Chapter1 fm-introduction to fluid mechanics-convertedSatishkumarP9
This document discusses fluid mechanics and provides definitions and classifications of fluid flows. It defines fluid mechanics as the science dealing with fluids at rest or in motion and their interactions with solids. Fluid flows are classified as internal or external, compressible or incompressible, laminar or turbulent based on factors like whether the fluid is confined or not, the level of density variation, and the orderliness of fluid motion. The document also lists many application areas of fluid mechanics across various engineering and scientific fields.
This document discusses fluid pressure and various ways to measure it. It defines pressure as a force per unit area and explains that pressure increases linearly with depth in a static fluid. It also describes how manometers and barometers work to measure pressure differences and atmospheric pressure respectively using the hydrostatic pressure equation. Manometers use columns of liquid like mercury or water, while barometers use a mercury column to directly measure atmospheric pressure at sea level.
Momentum is defined as the product of an object's mass and velocity. It is a vector quantity that possesses both magnitude and direction. The conservation of momentum states that the total momentum of an isolated system remains constant unless an external force acts on it. Viscoelastic materials exhibit both viscous and elastic properties, straining over time when stress is applied but also partially recovering when stress is removed. Common tests used to characterize viscoelastic materials include creep-recovery, stress relaxation, and cyclic tests by applying and removing constant loads/strains over time.
This chapter introduces concepts related to fluid mechanics including definitions, properties, and units. It defines a fluid as a substance that flows under shear stress and can be a liquid or gas. Properties like density, specific weight, viscosity, and specific gravity are discussed. Density is defined as mass per unit volume and varies between different fluids. Viscosity describes a fluid's resistance to flow and can vary significantly between fluids. Finally, it distinguishes between Newtonian and non-Newtonian fluids based on whether viscosity depends on shear rate.
Fluid Mechanics Chapter 2 Part II. Fluids in rigid-body motionAddisu Dagne Zegeye
1. The document discusses rigid-body motion of fluids, where fluid particles move together with no internal motion or deformation. It presents equations of motion relating pressure, acceleration, and gravity for fluids undergoing rigid-body translation or rotation.
2. Special cases are considered, including fluids at rest, where pressure only varies with height, and fluids in free fall or accelerated upward, where pressure gradients are altered by acceleration.
3. For fluids accelerating linearly, equations are derived showing pressure varies with both vertical position and horizontal displacement from the acceleration axis, forming parallel inclined surfaces of constant pressure.
This document provides an overview of fluid kinematics. It defines fluid kinematics as the study of fluid motion without considering pressure forces. It describes Lagrangian and Eulerian methods for analyzing fluid flow, and defines different types of flows including steady/unsteady, uniform/non-uniform, laminar/turbulent, compressible/incompressible, rotational/irrotational, and one-dimensional/two-dimensional/three-dimensional flows. It also discusses flow visualization techniques like streamlines, pathlines, and streaklines.
Bernoulli's theorem states that for an incompressible and non-viscous fluid flowing steadily in a streamlined manner, the total mechanical energy at each point along a streamline remains constant. This includes pressure energy, kinetic energy, and potential energy. Specifically, the pressure plus one-half the density times the velocity squared plus the density times the gravitational potential energy is constant at all points. Bernoulli's theorem can be applied to explain various fluid dynamics phenomena like the venturi effect and the lift generated by airplane wings. It is limited to non-viscous, incompressible, laminar flows without rotation.
This document outlines the key topics and concepts covered in a fluid mechanics course, including:
- Three main learning outcomes are analyzing fluid mechanics problems and experiments, organizing experiments into groups, and demonstrating teamwork skills.
- The introduction defines fluid mechanics and explains that it deals with the static and dynamic behavior of liquids and gases according to conservation laws.
- Key fluid properties discussed include pressure, viscosity, density, compressibility, and more. Different types of pressure - atmospheric, gauge, and absolute - are also defined.
This document presents information about Reynolds number and pressure head. It was presented by 4 students to their teacher. It defines Reynolds number and describes different types based on flow conditions. It also explains pressure head and different types of pressure like absolute, gauge and vacuum pressure. Various pressure measuring devices are discussed along with their principles and applications. Examples of applications of Reynolds number and pressure head in different fields like fluid mechanics and engineering are also provided.
1. Fluid statics deals with fluids at rest, where only normal forces due to pressure are present, not shear stresses.
2. Pressure is defined as force per unit area and can be calculated using equations for either finite or infinite areas.
3. Pascal's principles state that pressure acts uniformly in all directions on an enclosed fluid and acts perpendicular to solid boundaries containing the fluid.
9. Mechanical Properties of Fluids 5 Viscosity And Fluid Flow.pptxbablivashisht
This document discusses properties of bulk matters and fluid mechanics. It defines key terms like fluid, fluid statics, pressure, viscosity, surface tension, and capillarity. It explains concepts such as variation of pressure with depth, buoyant force, Pascal's law, Bernoulli's theorem, and relationships like Poiseuille's equation, Reynolds number, and the ascent formula for capillarity. Examples are provided to illustrate how these concepts apply to situations like measuring atmospheric pressure with barometers and factors that affect whether an object will float or sink.
Fluid mechanics concepts and properties are introduced. Key points include:
- Fluids continuously deform under shear stress, while solids resist deformation. Fluid properties like density, viscosity, and surface tension are defined.
- Pressure in static fluids is the same in all directions at a point (Pascal's law) and decreases with height due to gravity.
- Viscosity measures a fluid's resistance to flow and can vary between Newtonian and non-Newtonian fluids. Surface tension causes minimization of surface area.
- Capillarity describes how liquids rise in narrow spaces due to cohesive and adhesive forces. Kinematic viscosity relates absolute viscosity to density.
This document provides information about fluid mechanics, including definitions, concepts, and examples. It begins with definitions of a fluid and common fluids like liquids and gases. It then describes fluid mechanics as the study of fluids at rest or in motion. Key concepts discussed include density, pressure, Pascal's law, buoyancy, and Bernoulli's equation. Examples are provided to demonstrate applications of these principles, such as calculating forces from submerged objects.
This document summarizes a physics lecture on fluid mechanics. It discusses key topics like fluid statics, fluid dynamics, density, pressure, hydrostatic equilibrium, pressure dependence on depth, Pascal's principle, and pressure gauges. Measurement tools like manometers and mercury barometers are also covered. The lecture provides essential information about concepts and calculations in fluid mechanics.
Pressure and Pressure head is one of the major branch in Fluid Mechanics Engineering. It includes Pascal's and Hydro static law, which are the basic of Fluid Mechanics.
everything about fluids including the instruments used to calculate press. ,temp.,density etc. Enjoy the presentation. I hope you are satisfied with it . And please let me know about how was the power point presentation. Thank You.
1) Fluid mechanics covers fluids at rest and in motion. Key concepts include density, pressure, Pascal's law, Archimedes' principle, continuity equation, and Bernoulli's equation.
2) Pascal's law states that pressure applied to a fluid is transmitted undiminished throughout. Archimedes' principle relates buoyant force to fluid displacement.
3) The continuity equation equates mass flow in and out of a fluid system. Bernoulli's equation relates pressure, flow velocity, and elevation for steady, incompressible flow.
This document discusses various properties and concepts related to fluid mechanics. It begins by defining density, specific weight, specific volume, and specific gravity as properties of fluids. It then discusses viscosity, noting that it represents a fluid's resistance to flow and is defined as the ratio of shear stress to shear rate. Viscosity varies with temperature for liquids and gases. The document also covers surface tension, capillarity, vapor pressure, cavitation, fluid statics, and Pascal's law.
This document discusses pressure measurement and manometers. It begins by defining pressure and discussing absolute and gauge pressure. It then describes various pressure measurement devices like barometers, manometers, and pressure transducers. Manometers use fluid columns of different densities to measure pressure differences. U-tube, inverted U-tube, and multi-tube manometers are described. Pascal's law states that pressure increases uniformly in an incompressible fluid, and is used in hydraulic systems. Deadweight testers can precisely measure extremely high pressures.
This document discusses various properties of fluids, including:
- Viscosity, which represents a fluid's internal resistance to motion. It depends on intermolecular forces and temperature.
- Surface tension and capillary effects, where attractive molecular forces cause liquids to behave like stretched elastic membranes and rise in thin tubes.
- Compressibility and expansion, where fluids contract under pressure and expand with temperature. The bulk modulus and coefficient of volume expansion quantify these responses.
- Other topics covered include vapor pressure, the continuum approximation, density, specific heat, and speed of sound in fluids.
The document discusses concepts related to fluids at rest, including:
- Hot air balloons use heated air which is less dense than surrounding air to create an upward buoyant force according to Archimedes' Principle.
- Fluid pressure is directly proportional to depth and density of the fluid, and is independent of container shape or area.
- Buoyant force on an object equals the weight of fluid displaced by the object.
This document discusses several key properties of fluids relevant to fluid mechanics. It defines continuum hypothesis, static fluids, stress tensors, pressure variation with elevation, and measurement of pressure. Pressure can be absolute, gauge, or vacuum. Other fluid properties mentioned include shear stress, elasticity, surface tension, and vapor pressure.
This document discusses surface and interfacial phenomena. It defines interfaces and surfaces, and describes different types of interfaces including liquid interfaces. It explains concepts such as surface tension, interfacial tension, and surface free energy. Methods for measuring surface and interfacial tensions like the capillary rise method, Du Nouy ring method, and drop weight method are summarized. The document also discusses spreading coefficients and adsorption at liquid interfaces.
This document defines and explains several key concepts in fluid mechanics. It begins by defining a fluid and fluid mechanics. It then discusses the properties of fluids including them being a continuum, density, specific gravity, vapor pressure, cavitation, energy and specific heats, viscosity, and surface tension. It also discusses concepts like the Mach number that are important for analyzing high speed gas flows. In summary, the document provides an introduction to fluid mechanics covering definitions, properties, and concepts in the field.
introduction to fluid mechanics physics 17gxrufzxu
1. A fluid is defined as a substance that can flow and conform to the shape of its container. Density and pressure are important physical quantities used to describe fluids. Density is the ratio of mass to volume, and pressure is the ratio of force to area.
2. Hydrostatic pressure in static fluids increases linearly with depth due to gravity. The pressure at a point in a fluid depends only on the depth and density of the fluid, not the shape of the container.
3. Pascal's principle states that a pressure change in an enclosed incompressible fluid is transmitted undiminished throughout the fluid and to the walls of its container. This allows hydraulic systems like levers to multiply force over distance.
Manometer Buoyancy Force and Pressure Measurement.pdfMUET Jamshoro
The document presents information on manometry, buoyancy, and pressure measurement. It discusses Archimedes' principle of buoyancy, which states that the upward buoyant force on a submerged object is equal to the weight of the fluid displaced. It also defines manometers as devices used to measure fluid pressure with respect to atmospheric pressure. Common types of manometers described include U-tube manometers, differential manometers, and piezometers. Applications of Archimedes' principle and uses of manometers in areas like submarines and hydrometers are also summarized.
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1. Static FluidsStatic Fluids
• Fluids are substances, such as liquidsFluids are substances, such as liquids
and gases, that have no rigidity. Aand gases, that have no rigidity. A
fluid lacks a fixed shape and assumesfluid lacks a fixed shape and assumes
the shape of its container.the shape of its container.
•In the liquid state, molecules can flow;In the liquid state, molecules can flow;
they freely move from position tothey freely move from position to
position by sliding over one another.position by sliding over one another.
2. PressurePressure
• The pressure P acting on a fluid is the forceThe pressure P acting on a fluid is the force
exerted perpendicularly per unit of theexerted perpendicularly per unit of the
fluid’s surface areafluid’s surface area
• Unit of pressure is the N/mUnit of pressure is the N/m22
or Pascal;or Pascal;
1 N/m1 N/m22
= 1 Pa (Pascal).= 1 Pa (Pascal).
• Atmospheric pressure at sea level isAtmospheric pressure at sea level is
1 atmosphere (atm) = 1.013 x 101 atmosphere (atm) = 1.013 x 1055
Pa.Pa.
• 1 atm = 14.7 lb/in1 atm = 14.7 lb/in22
..
A
F
P =
3. Pressure in a Liquid.Pressure in a Liquid.
• A liquid in a container exerts forcesA liquid in a container exerts forces
against the walls and bottom of theagainst the walls and bottom of the
container.container.
• For a liquid in a container, theFor a liquid in a container, the
pressure the liquid exerts against thepressure the liquid exerts against the
bottom of the container is the weight ofbottom of the container is the weight of
the liquid divided by the area of thethe liquid divided by the area of the
container bottom.container bottom.
4. Measuring PressureMeasuring Pressure
• A manometer is a U-shapedA manometer is a U-shaped
tube that is partially filled withtube that is partially filled with
liquid.liquid.
• Both ends of the tube are openBoth ends of the tube are open
to the atmosphere.to the atmosphere.
• A container of gas is connectedA container of gas is connected
to one end of the U-tube.to one end of the U-tube.
• If there is a pressure differenceIf there is a pressure difference
between the gas and thebetween the gas and the
atmosphere, a force will beatmosphere, a force will be
exerted on the fluid in the U-exerted on the fluid in the U-
tube. This changes thetube. This changes the
equilibrium position of the fluidequilibrium position of the fluid
in the tube.in the tube.
5. AlsoAlso
atmc PP =At point CAt point C
B'B PP =
The pressure at point B is the pressureThe pressure at point B is the pressure
of the gas.of the gas.
PPgaugegauge easily remembered as “hot dog”easily remembered as “hot dog”
'
atm
gauge
B B C
B C B
let d h
P P P h D g
P P P P h D g
P h D g
=
= = + × ×
− = − = × ×
= × ×
From the figure:From the figure:
6. A BarometerA Barometer
The atmosphere pushes on theThe atmosphere pushes on the
container of mercury which forcescontainer of mercury which forces
mercury up the closed, invertedmercury up the closed, inverted
tube. The distance d is called thetube. The distance d is called the
barometric pressurebarometric pressure ..
From the figure:From the figure: atmBA PPP ==
andand
A
let d h
P h D g
=
= × ×
Atmospheric pressure is equivalent to a column of mercuryAtmospheric pressure is equivalent to a column of mercury
76.0 cm tall.76.0 cm tall.
7. DensityDensity
• Density D of a substance is its mass perDensity D of a substance is its mass per
unit volumeunit volume;;
• Objects composed of the same substance,Objects composed of the same substance,
whatever the size or mass, have the samewhatever the size or mass, have the same
density under the same conditions ofdensity under the same conditions of
temperature and pressure.temperature and pressure.
• Temperature and pressure affect theTemperature and pressure affect the
density of substances, appreciably fordensity of substances, appreciably for
gases, but only slightly for liquids andgases, but only slightly for liquids and
solids.solids.
V
M
D =
8. DensityDensity
•How much a liquid weighs and how
much pressure it exerts depends on its
density.
– For the same depth, a denser liquid exerts a
greater pressure than a less dense liquid.
– For liquids of the same density, the
pressure will be greater at the bottom of the
deeper liquid.
• To convert a density in g/cm3
to kg/m3
, multiply
by 1000.
9. Columnar Fluid PressureColumnar Fluid Pressure
(sometimes called gauge pressure)(sometimes called gauge pressure)
• pressure due to apressure due to a
column of fluid of heightcolumn of fluid of height
h and mass density D;h and mass density D;
• The pressure of a liquid atThe pressure of a liquid at
rest depends on therest depends on the
density and depth of thedensity and depth of the
liquid.liquid.
• Liquids are practicallyLiquids are practically
incompressible, so exceptincompressible, so except
for changes in thefor changes in the
temperature, the densitytemperature, the density
of a liquid is normally theof a liquid is normally the
gDhP ⋅⋅=
10. Columnar Fluid PressureColumnar Fluid Pressure
• At a given depth, a given liquidAt a given depth, a given liquid
exerts the same pressure againstexerts the same pressure against
any surface - the bottom or sides ofany surface - the bottom or sides of
its container, or even the surfaceits container, or even the surface
of an object submerged in theof an object submerged in the
liquid to that depth.liquid to that depth.
• Pressure a liquid exerts dependsPressure a liquid exerts depends
only on its density and depth.only on its density and depth.
• Total pressure (or absoluteTotal pressure (or absolute
pressure) Ppressure) Pabsoluteabsolute on a submergedon a submerged
surface equals the pressure thesurface equals the pressure the
liquid exerts plus the atmosphericliquid exerts plus the atmospheric
pressure Ppressure Poo ((1 atm = 1.013 x 101 atm = 1.013 x 1055
Pa)Pa) ..
( )absolute oP P h D g peanut hot dog= + × × +
11. Fluid PressureFluid Pressure
• Pressure of a liquid does notPressure of a liquid does not
depend on the amount of liquid.depend on the amount of liquid.
• Neither the volume or totalNeither the volume or total
weight of the liquid matters.weight of the liquid matters.
• If you sampled water pressureIf you sampled water pressure
at 1 m beneath a large lakeat 1 m beneath a large lake
surface and 1 m beneath asurface and 1 m beneath a
small pool surface, the pressuresmall pool surface, the pressure
would be the same.would be the same.
• The fact that water pressureThe fact that water pressure
depends on depth and not ondepends on depth and not on
volume is illustrated by Pascalvolume is illustrated by Pascal
vases.vases.
• Water surface in each of theWater surface in each of the
connected vases is at the sameconnected vases is at the same
level.level.
• Occurs because the pressures atOccurs because the pressures at
equal depths beneath theequal depths beneath the
surface are the same.surface are the same.
12. FluidFluid
PressurePressure
• At any point within a
liquid, the forces
that produce
pressure are exerted
equally in all
directions.
• Pressure increases
vertically downward.
• Pressure constant
horizontally.
13. Forces Exerted By a FluidForces Exerted By a Fluid
• When the liquid is pressingWhen the liquid is pressing
against a surface there is aagainst a surface there is a
net force directednet force directed
perpendicular to the surface.perpendicular to the surface.
• If there is a hole in theIf there is a hole in the
surface, the liquid initiallysurface, the liquid initially
moves perpendicular to themoves perpendicular to the
surface.surface.
• At greater depths, the netAt greater depths, the net
force is greater and theforce is greater and the
horizontal velocity of thehorizontal velocity of the
escaping liquid is greater.escaping liquid is greater.
14. Transmission of Pressure:Transmission of Pressure:
Pascal’s Principle.Pascal’s Principle.
• Pascal’s Principle: A CHANGEPascal’s Principle: A CHANGE
IN PRESSURE IN A CONFINEDIN PRESSURE IN A CONFINED
FLUID IS TRANSMITTEDFLUID IS TRANSMITTED
WITHOUT CHANGE TO ALLWITHOUT CHANGE TO ALL
POINTS IN THE FLUID.POINTS IN THE FLUID.
• Ex.Ex. Hydraulic lift.Hydraulic lift.
• Hydraulic piston apparatusHydraulic piston apparatus
uses an incompressible fluid touses an incompressible fluid to
transmit pressure from a smalltransmit pressure from a small
cylinder to a large cylinder.cylinder to a large cylinder.
• According to Pascal’s Principle,According to Pascal’s Principle,
the pressure in the smallthe pressure in the small
cylinder resulting from thecylinder resulting from the
application of Fapplication of F11 to ato a
frictionless piston isfrictionless piston is
transmitted undiminished totransmitted undiminished to
the larger piston.the larger piston.
15. Transmission of pressure:Transmission of pressure:
Pascal’s Principle.Pascal’s Principle.
PP11 = P= P22
• AA22 is larger than Ais larger than A11, so the, so the
force exerted by the largeforce exerted by the large
piston is greater than thepiston is greater than the
force exerted on the smallforce exerted on the small
piston.piston.
• AMA (actual mechanicalAMA (actual mechanical
advantage) for hydraulicadvantage) for hydraulic
lift:lift:
2
2
1
1
A
F
A
F
=
1
2
F
F
AMA =
16. Apply a force F1
here to a piston
of cross-sectional
area A1.
The applied force is
transmitted to the
piston of cross-
sectional area A2 here.
F2 = F1
A2
A1
17. Transmission of pressure:Transmission of pressure:
Pascal’s Principle.Pascal’s Principle.
• The figure shows a hydraulicThe figure shows a hydraulic
system used with brakes. Thesystem used with brakes. The
force F is applied perpendicularlyforce F is applied perpendicularly
to the brake pedal. The braketo the brake pedal. The brake
pedal rotates about the axis shownpedal rotates about the axis shown
in the drawing and causes a forcein the drawing and causes a force
to be applied perpendicularly to theto be applied perpendicularly to the
input piston in the master cylinder.input piston in the master cylinder.
The resulting pressure isThe resulting pressure is
transmitted by the brake fluid totransmitted by the brake fluid to
the output plungers which arethe output plungers which are
covered with the brake linings.covered with the brake linings.
The linings are pressed againstThe linings are pressed against
both sides of a disc attached to theboth sides of a disc attached to the
rotating wheel.rotating wheel.
18. BuoyancyBuoyancy
• Buoyancy: the apparent loss ofBuoyancy: the apparent loss of
weight of objects whenweight of objects when
submerged in a liquid.submerged in a liquid.
• Easier to lift objects underEasier to lift objects under
water surface than to lift itwater surface than to lift it
above the water surface.above the water surface.
• When submerged, water exertsWhen submerged, water exerts
an upward force that isan upward force that is
opposite in direction to gravity.opposite in direction to gravity.
Upward force called theUpward force called the
buoyant forcebuoyant force..
19. BuoyancyBuoyancy • Forces exerted by liquidForces exerted by liquid
produce pressure against theproduce pressure against the
submerged object.submerged object.
• Forces are greater at greaterForces are greater at greater
depths; forces are equal atdepths; forces are equal at
the same depth on oppositethe same depth on opposite
sides of the object.sides of the object.
• Forces acting upward on theForces acting upward on the
bottom of the object greaterbottom of the object greater
than those acting downwardthan those acting downward
on top of the object, simplyon top of the object, simply
because the bottom of thebecause the bottom of the
object is deeper.object is deeper.
• Difference in upward andDifference in upward and
downward forces is thedownward forces is the
buoyant force, B.buoyant force, B.
• Fs refers to the force theFs refers to the force the
scale exerts on the mass m.scale exerts on the mass m.
You may also refer to Fs asYou may also refer to Fs as
the tension in a supportingthe tension in a supporting
string.string.
20. BuoyancyBuoyancy
• If the weight of the objectIf the weight of the object
is greater than theis greater than the
buoyant force, the objectbuoyant force, the object
will sink (as in figure a).will sink (as in figure a).
• If the weight of the objectIf the weight of the object
is equal to the buoyantis equal to the buoyant
force, the net force on theforce, the net force on the
object is zero and theobject is zero and the
submerged object willsubmerged object will
remain at any level (as inremain at any level (as in
figure b).figure b).
• If the weight of the objectIf the weight of the object
is less than the buoyantis less than the buoyant
force, the object will riseforce, the object will rise
to the surface and float.to the surface and float.
21. BuoyancyBuoyancy
• When an object is submerged in a liquid, theWhen an object is submerged in a liquid, the
liquid level will rise.liquid level will rise.
• Liquid is displaced or moved elsewhere.Liquid is displaced or moved elsewhere.
• The volume of the liquid displaced is equal toThe volume of the liquid displaced is equal to
the volume of the submerged object.the volume of the submerged object.
• A completely submerged object alwaysA completely submerged object always
displaces a volume of liquid equal to its owndisplaces a volume of liquid equal to its own
volume.volume.
22. Archimede’s PrincipleArchimede’s Principle
• When an object is immersed in a fluid, itWhen an object is immersed in a fluid, it
appears to weigh less.appears to weigh less.
• Archimede’s Principle: THE BUOYANTArchimede’s Principle: THE BUOYANT
FORCE EXERTED ON A BODY WHOLLY ORFORCE EXERTED ON A BODY WHOLLY OR
PARTLY IMMERSED IN A FLUID IS EQUALPARTLY IMMERSED IN A FLUID IS EQUAL
TO THE WEIGHT OF THE FLUIDTO THE WEIGHT OF THE FLUID
DISPLACED BY THE BODY.DISPLACED BY THE BODY.
• Archimede’s Principle applies to bothArchimede’s Principle applies to both
liquids and gases, which are fluids.liquids and gases, which are fluids.
• ImmersedImmersed refers to either completely orrefers to either completely or
partially submerged.partially submerged.
23. Archimede’s PrincipleArchimede’s Principle
• Buoyant force: upward force on the object when it isBuoyant force: upward force on the object when it is
immersed in water.immersed in water.
• The buoyant force (BF) is the weight of the displacedThe buoyant force (BF) is the weight of the displaced
fluid - not the weight of the submerged object.fluid - not the weight of the submerged object.
• BF = (mass in air - mass in fluid)·gBF = (mass in air - mass in fluid)·gravityravity
• BF = weight in air - weight in fluidBF = weight in air - weight in fluid
• BF = weight of displaced fluid (DBF = weight of displaced fluid (Dfluidfluid·V·Vobjectsubmergedobjectsubmerged·g)·g)
• Apparent weight of a submerged object is its weight inApparent weight of a submerged object is its weight in
air minus the buoyant force.air minus the buoyant force.
Apparent weight =Apparent weight = m·g – BF = m·g - Dm·g – BF = m·g - Dfluidfluid·V·Vobject submergedobject submerged·g·g
• For an object that is floating or is submerged but not
sinking: mmobjectobject·g = D·g = Dfluidfluid·V·Vobject submergedobject submerged·g·g
24. FlotationFlotation
• Principle of Flotation: A FLOATINGPrinciple of Flotation: A FLOATING
OBJECT DISPLACES A WEIGHT OFOBJECT DISPLACES A WEIGHT OF
FLUID EQUAL TO ITS OWN WEIGHT.FLUID EQUAL TO ITS OWN WEIGHT.
• A simple relationship between theA simple relationship between the
weight of a submerged object and theweight of a submerged object and the
buoyant force can be found bybuoyant force can be found by
considering their ratio:considering their ratio:
fluidD
objectD
BF
objectFw
=
25. FlotationFlotation
•Shipbuilding and the principle ofShipbuilding and the principle of
flotation:flotation:
– A solid 1-ton block of iron is nearly 8 timesA solid 1-ton block of iron is nearly 8 times
as dense as water, so when it is submerged,as dense as water, so when it is submerged,
it will displace 1/8 ton of water (not anit will displace 1/8 ton of water (not an
amount equal to 8 tons of water).amount equal to 8 tons of water).
– Reshape the iron block into a bowl andReshape the iron block into a bowl and
submerge, displaces a greater volume ofsubmerge, displaces a greater volume of
water. The deeper the bowl is immersed atwater. The deeper the bowl is immersed at
the surface, the more water is displaced andthe surface, the more water is displaced and
the greater is the buoyant force exerted onthe greater is the buoyant force exerted on
the bowl.the bowl.
26. FlotationFlotation
• When the weight of the displaced waterWhen the weight of the displaced water
equals the weight of the bowl - flotation.equals the weight of the bowl - flotation.
Flotation occurs when the weight of theFlotation occurs when the weight of the
bowl equals the buoyant force.bowl equals the buoyant force.
• Every ship must be designed to displace aEvery ship must be designed to displace a
weight of water equal to its own weight.weight of water equal to its own weight.
• Submarines:Submarines:
– Displace a weight of water equal to itsDisplace a weight of water equal to its
own weight, it remains at a constantown weight, it remains at a constant
depth.depth.
– Displaces a weight of water greaterDisplaces a weight of water greater
than its own weight, rises.than its own weight, rises.
– Displaces a weight of water less thanDisplaces a weight of water less than
its own weight, sinks.its own weight, sinks.
27. Buoyancy in Two Liquids ofBuoyancy in Two Liquids of
Differing DensityDiffering Density
• If you have an object submerged in two liquids ofIf you have an object submerged in two liquids of
different density, such that the upper portion ofdifferent density, such that the upper portion of
the object is located in the upper liquid and thethe object is located in the upper liquid and the
lower portion of the object is located in the lowerlower portion of the object is located in the lower
liquid, the total buoyant force on the object isliquid, the total buoyant force on the object is
equal to the weight of the objectequal to the weight of the object
BF = DBF = Dfluidfluid·V·Vobject submergedobject submerged·g·g
• Ex. A piece of wood floating partially in water andEx. A piece of wood floating partially in water and
partially in oil. The density of the oil is less thanpartially in oil. The density of the oil is less than
the density of the water.the density of the water.
28. • Gravity cancels out.Gravity cancels out.
gVDBFBF objectobjectwateroil ⋅⋅=+
gVD)gVD()gVD( objectobjectwateroil ⋅⋅=⋅⋅+⋅⋅
objectobjectwateroil VD)VD()VD( ⋅=⋅+⋅
( ) ( )oil water object object
V A h
D V D V D V
= ×
× + × = ×
29. • If d is the height of the object (the 4 cm in
the figure), let y = the portion of the object
in the more dense liquid and d-y = the
portion of the object in the less dense
liquid.
• This equation can then be solved for the
unknown variable.
( ) ( )oil water object objectD A d y D A y D V× × − + × × = ×
30. Pressure ExamplePressure Example
• Water is to be pumped to the top of the Empire StateWater is to be pumped to the top of the Empire State
Building, which is 366 m high. What gauge pressure isBuilding, which is 366 m high. What gauge pressure is
needed to raise the water to a height of 366 m? Theneeded to raise the water to a height of 366 m? The
density of water is 1000 kg/mdensity of water is 1000 kg/m33
..
Pa3586800
m
N
3586800P
s
m
9.8
m
kg
1000m366P
gDhP
2
23
==
⋅⋅=
⋅⋅=
31. Buoyant ForceBuoyant Force
• An object weighing 300 NAn object weighing 300 N
in air is immersed inin air is immersed in
water after being tied to awater after being tied to a
string connected to astring connected to a
balance. The scale nowbalance. The scale now
reads 265 N. Immersedreads 265 N. Immersed
in oil, the object appearsin oil, the object appears
to weigh 275 N.to weigh 275 N.
• A. Find the density of theA. Find the density of the
object.object.
333
2
air
air
33
3
OHair
m
kg
8571.5
m10x3.5714
kg30.61
D
kg30.61
s
m
9.8
N300
g
Fw
m
gmFw
m10x3.5714V
.
m
kg
1000
N35
gD
BF
V
gVDBF
N35N265N300BF
FwFwBF 2
==
===
⋅==
=
⋅
=
⋅
=
⋅⋅=
=−=
−=
−
−
V
m
D
s
m
2
89
32. Buoyant ForceBuoyant Force
• B. Determine the density of the oil.B. Determine the density of the oil.
3
2
33
33
oilair
m
kg
.
s
m
9.8m10x3.5714
N25
gV
BF
m10x3.5714V
displacedfluidofvolumeobjectofvolume
gVDBF
N25N275N300BF
FwFwBF
9714=
⋅
=
⋅
=
=
=
⋅⋅=
=−=
−=
−
−
D
Editor's Notes
Casao
Casao Could incorporate personal response system questions from the College Physics by G/R/R 2E ARIS site (www.mhhe.com/grr), Instructor Resources: CPS by eInstruction, Chapter 9, Questions 2, 3, 13 and 17.