It contents all type of Flow Measuring devices like Orificemeter, Venturimeter, Rotameter Etc. There are several types of flowmeter that rely on Bernoulli's principle. The pressure is measured either by using laminar plates, an orifice, a nozzle, or a Venturi tube to create an artificial constriction and then measure the pressure loss of fluids as they pass that constriction or by measuring static and stagnation pressures to derive the dynamic pressure.
various types of flow meter
1. rotameter
2. venturimeter
3. electromagnetic flow meter
4. positive displacement flow meter
with their working advantage and disadvantages
A pump is a mechanical device that transfers rotational energy to liquid to move it from one place to another. There are two main types of pumps: dynamic and positive displacement. A reciprocating pump is a type of positive displacement pump that uses a piston or plunger to trap and move liquid. A rotary pump also positively displaces liquid but does so continuously rather than reciprocating. A centrifugal pump is a type of dynamic pump that uses a rotating impeller to accelerate liquid and convert kinetic energy to pressure energy to move the liquid.
this article covers discussion of variable area flow meter. also it speaks about turbine flow meter, target flow meter, magnetic flow meter, vortex flow meter, ultrasonic flow meter, thermal flow meter.
A pitot tube is a pressure measurement instrument used to determine fluid flow velocity. It was invented in the 18th century and modified in the 19th century. A pitot tube consists of a tube pointing directly into a fluid flow, where the stagnation pressure can be measured. The difference between the stagnation pressure and static pressure determines the fluid's rate of flow. Pitot tubes are commonly used in industry to measure velocities inside ducts and piping where other instruments cannot be used easily.
Venturi meters use a restriction in a pipe to measure fluid flow rates. They have a converging section that narrows to a throat and then diverges again. This creates a pressure difference that can be used to calculate flow rate. Venturi meters have no moving parts, a small head loss, and do not easily clog. They work by applying Bernoulli's theorem between the inlet and throat, where the flow velocity increases and pressure decreases in the throat. Venturi meters can measure flow rates of various liquids and gases and are useful for high flow rates in large pipes, though they are large in size.
Pumps are mechanical devices that use prime mover energy to move fluids from one place to another. Positive displacement pumps apply pressure directly to the liquid using reciprocating or rotating components. The main types of positive displacement pumps are reciprocating pumps like piston pumps and diaphragm pumps, and rotary pumps like gear pumps. Reciprocating piston pumps use oscillating pistons to move fluid, and can be single or multi-cylinder designs. Axial and radial piston pumps use rotating cylinders to pump fluid. Diaphragm pumps use a reciprocating rubber diaphragm and check valves to pump fluid on each stroke. Positive displacement pumps are suitable for high-pressure applications and handling viscous or abrasive fluids.
various types of flow meter
1. rotameter
2. venturimeter
3. electromagnetic flow meter
4. positive displacement flow meter
with their working advantage and disadvantages
A pump is a mechanical device that transfers rotational energy to liquid to move it from one place to another. There are two main types of pumps: dynamic and positive displacement. A reciprocating pump is a type of positive displacement pump that uses a piston or plunger to trap and move liquid. A rotary pump also positively displaces liquid but does so continuously rather than reciprocating. A centrifugal pump is a type of dynamic pump that uses a rotating impeller to accelerate liquid and convert kinetic energy to pressure energy to move the liquid.
this article covers discussion of variable area flow meter. also it speaks about turbine flow meter, target flow meter, magnetic flow meter, vortex flow meter, ultrasonic flow meter, thermal flow meter.
A pitot tube is a pressure measurement instrument used to determine fluid flow velocity. It was invented in the 18th century and modified in the 19th century. A pitot tube consists of a tube pointing directly into a fluid flow, where the stagnation pressure can be measured. The difference between the stagnation pressure and static pressure determines the fluid's rate of flow. Pitot tubes are commonly used in industry to measure velocities inside ducts and piping where other instruments cannot be used easily.
Venturi meters use a restriction in a pipe to measure fluid flow rates. They have a converging section that narrows to a throat and then diverges again. This creates a pressure difference that can be used to calculate flow rate. Venturi meters have no moving parts, a small head loss, and do not easily clog. They work by applying Bernoulli's theorem between the inlet and throat, where the flow velocity increases and pressure decreases in the throat. Venturi meters can measure flow rates of various liquids and gases and are useful for high flow rates in large pipes, though they are large in size.
Pumps are mechanical devices that use prime mover energy to move fluids from one place to another. Positive displacement pumps apply pressure directly to the liquid using reciprocating or rotating components. The main types of positive displacement pumps are reciprocating pumps like piston pumps and diaphragm pumps, and rotary pumps like gear pumps. Reciprocating piston pumps use oscillating pistons to move fluid, and can be single or multi-cylinder designs. Axial and radial piston pumps use rotating cylinders to pump fluid. Diaphragm pumps use a reciprocating rubber diaphragm and check valves to pump fluid on each stroke. Positive displacement pumps are suitable for high-pressure applications and handling viscous or abrasive fluids.
Pumps, Types of Pumps, Classification of Pumps and Characteristics of Pumps.Talal Khan
This Presentation Discus Pumps(Centrifugal and Positive Displacement) Also it Discusses other properties of pumps.
It also consists of Images and animations of the Pumps.
This document provides an overview of centrifugal pumps. It defines a pump and discusses the main components and classifications of centrifugal pumps. The key components of a centrifugal pump are the impeller, casing, suction pipe, and delivery pipe. Centrifugal pumps are classified based on impeller design and casing shape. The document also covers topics such as work done by the centrifugal pump, head of a pump, losses and efficiencies, and minimum speed for starting a centrifugal pump. Several example problems are provided to calculate values like inlet vane angle, work done, and minimum starting speed.
This document provides an overview of fluid mechanics and fluid properties. It introduces units and dimensions used to describe fluids, then defines key fluid properties like density, viscosity, compressibility, and surface tension. Various fluid types are described, including ideal, real, Newtonian and non-Newtonian fluids. Fundamental concepts in fluid mechanics like Newton's law of viscosity and vapor pressure are also summarized. The document is intended as an introduction to fluid mechanics and the characterization of fluids.
The document provides information on pump types, components, operation, and installation. It defines a pump as a mechanical device that transfers fluid from one point to another. Two main categories of pumps are described: positive displacement pumps that have a fixed volume and centrifugal pumps with a variable flow/pressure relationship. The document outlines the components and operation of common pump types like reciprocating, rotary, and centrifugal pumps. It also discusses selecting a pump based on system requirements, installing the pump properly, and connecting piping and valves.
Centrifugal pumps work by using an impeller to increase the pressure and flow of a liquid. Liquid enters the center of the impeller and is accelerated outward by the curved blades of the impeller. This increases the pressure and flow of the liquid. Calculating the required head of a centrifugal pump involves accounting for static head, pipe friction losses, and adding additional head for safety. Proper pump selection is based on matching the required head and flow rate to the pump performance curves. Cavitation and ensuring adequate Net Positive Suction Head (NPSH) are also important considerations for centrifugal pump operation.
Head losses
Major Losses
Minor Losses
Definition • Dimensional Analysis • Types • Darcy Weisbech Equation • Major Losses • Minor Losses • Causes Head Losses
3. • Head loss is loss of energy per unit weight. • Head = Energy of Fluid / Weight • Head losses can be – Kinetic Head – Potential Head – Pressure Head 6/10/2015 4Danial Gondal Head Loss
4. • Kinetic Head – K.H. = kinetic energy / Weight = v² /2g • Potential Head – P.H = Potential Energy / Weight = mgz /mg = z • Pressure Head – P.H = P/ ρ g 6/10/2015 5
5. • (P/ ρ g) + (v² /2g ) + (z) = constant • (FL-2F-1L3LT-2L-1T2) + (L2T-2L1T2)+(L) = constant • (L) + (L) + (L) = constant • As L represent height so it is dimensionally L. 6/10/2015 6 Dimensional Analysis
6. • However the equation (P/ ρ g) + (v² /2g ) + (z) = constant Is valid for Bernoulli's Inviscid flow case. As we are studying viscous flow so (P1/ ρ g) + (v1² /2g ) + (z1) = EGL1(Energy Grade Line At point 1) (P2/ ρ g) + (v2² /2g ) + (z2) = EGL2(Energy Grade Line At point 2) 6/10/2015 7 Head Loss
7. • For Inviscid Flow EGL1 - EGL2= 0 • For Viscous Flow EGL1 - EGL2= Hf 6/10/2015 8 Head Loss
8. MAJOR LOSSES IN PIPES
9. •Friction loss is the loss of energy or “head” that occurs in pipe flow due to viscous effects generated by the surface of the pipe. • Friction Loss is considered as a "major loss" •In mechanical systems such as internal combustion engines, it refers to the power lost overcoming the friction between two moving surfaces. •This energy drop is dependent on the wall shear stress (τ) between the fluid and pipe surface. 6/10/2015 10 Friction Loss
10. •The shear stress of a flow is also dependent on whether the flow is turbulent or laminar. •For turbulent flow, the pressure drop is dependent on the roughness of the surface. •In laminar flow, the roughness effects of the wall are negligible because, in turbulent flow, a thin viscous layer is formed near the pipe surface that causes a loss in energy, while in laminar flow, this viscous layer is non-existent. 6/10/2015 11 Friction Loss
11. Frictional head losses are losses due to shear stress on the pipe walls. The general equation for head loss due to friction is the Darcy-Weisbach equation, which is where f = Darcy-Weisbach friction factor, L = length of pipe, D = pipe diameter, and V = cross sectional average flow velocity.
Pumps are machines that provide energy to fluids by converting mechanical energy into hydraulic energy. There are two main types of pumps - rotodynamic pumps which use centrifugal force to increase fluid pressure, and positive displacement pumps which physically displace the fluid using moving components. A pumping system conveys fluid from a low reservoir to a high reservoir. The total head in the system includes pressure, velocity, and elevation heads. Centrifugal pumps use an impeller to impart a centrifugal force on the fluid, increasing its pressure and lifting it to a higher elevation. Key components include the impeller, casing, suction and delivery pipes. As the impeller rotates, it imparts kinetic energy on the radial inlet flow and discharges
Pumps are mechanical devices that use external power to transfer fluids from one point to another. There are two main types of pumps: positive displacement pumps and rotodynamic pumps. Positive displacement pumps include reciprocating pumps, rotary lobe pumps, progressing cavity pumps, piston/plunger pumps, dosing pumps, and vacuum pumps. Rotodynamic pumps include centrifugal pumps. Each pump type has different characteristics that make it suitable for various fluid transfer applications.
measurement of the flow of fluid by the venturimeter and the pitot tube and ...AshishBhadani4
the presentation upon the measurement of the flow of fluid by the venturimeter and the pitot tube and pipe orifice . also include the type of the pitote tube . this instrument is used to measure the flow rate of the flow of fluid.
Cavitation occurs in pumps when the local pressure drops below the vapor pressure of the liquid being pumped, causing vapor bubbles to form. These bubbles grow until the pressure increases and causes them to rapidly collapse. This collapse creates shockwaves that can cause damage to pump components over time. To avoid cavitation, the net positive suction head available (NPSHA) must exceed the pump's required NPSH (NPSHR), accounting for suction pressure, elevation, and friction losses. Symptoms of cavitation include noise, vibration, reduced flow and pressure, and pitting wear of impellers and casings.
All the three types of flowmeters i.e. venturi-meter, orifice-meter and rota-meter. The Principle, construction, working, applications, advantages and disadvantages are briefly explained.
• A pump is the heart of the hydraulic system, convert mechanical energy into hydraulic energy.
• Main purpose of the pump is to create the flow of oil through the system & thus assist transfer of power & motion.
• The combined pumping and driving motor unit is known as hydraulic pump.
• The hydraulic pump takes hydraulic fluid (mostly some oil) from the storage tank and delivers it to the rest of the hydraulic circuit.
• In general, the speed of pump is constant and the pump delivers an equal volume of oil in each revolution.
1) Flow measurement devices use principles like differential pressure and velocity to measure flow rate. Differential pressure devices like Venturi meters and orifice plates cause a pressure drop that is measured to calculate flow.
2) Bernoulli's equation relates pressure, velocity, and height of a fluid flowing through a pipe. It is the basis for differential pressure flow measurement. Devices like Pitot tubes and turbine meters measure velocity which relates to flow rate.
3) Vibration is oscillatory motion that can be caused by unbalanced forces, elasticity, or external excitation. It can have harmful or beneficial effects depending on the system. Measurement devices like vibrometers and accelerometers are used to characterize vibrations.
This document discusses different types of pumps, including their classifications, characteristics, applications, and performance. It describes hydrodynamic/non-positive displacement pumps, which use flow to transfer fluid at relatively low pressure and are generally used for low pressure, high volume applications. It also describes hydrostatic/positive displacement pumps, which have close-fitting components and can create high pressures, making them self-priming. Specific positive displacement pump types like gear, vane, piston and centrifugal pumps are examined in terms of their applications and operating principles. Pump efficiencies including volumetric, mechanical and overall efficiency are also covered.
1) A pressure gauge uses a bourdon tube to measure the steam pressure in a boiler. When pressure enters the elliptical bourdon tube, it straightens, moving the end of the tube and magnifying the pressure reading on the dial.
2) There are different types of pressure measurements including absolute, gauge, barometric, and differential. Absolute measures against a total vacuum, gauge measures above atmosphere, and differential measures the difference between two pressures.
3) Pressure instruments include pressure gauges, switches, and transmitters. Gauges visually display pressure using a bourdon tube. Switches activate at set pressure points. Transmitters send an electrical signal for remote monitoring.
Pumps can be classified as positive displacement pumps or nonpositive displacement pumps. Positive displacement pumps include gear pumps, vane pumps, piston pumps, and lobe pumps. Gear pumps are further classified as external gear pumps and internal gear pumps. External gear pumps have straight or helical gears that transport fluid through the expanding and contracting space between gears. Internal gear pumps have gears that remain constantly meshed to pump fluid. Vane pumps use a rotor with sliding vanes to pump fluid, and can be balanced or unbalanced. Piston pumps use reciprocating pistons to draw in and expel fluid and include axial, radial, and bent-axis configurations. Each pump type has different operating characteristics, advantages, and limitations for various industrial
Pump, its types and applications presentationziaul islam
This document discusses different types of pumps. It begins by defining a pump as a machine that converts mechanical energy into fluid energy by moving fluid from a region of low pressure to one of high pressure. There are two main types of pumps: positive displacement pumps and rotodynamic pumps. Positive displacement pumps work by trapping a fixed amount of fluid and forcing it into the discharge pipe. Rotodynamic pumps use rotational kinetic energy to increase the fluid's hydrodynamic energy. The document then discusses various sub-types of positive displacement pumps like gear pumps, screw pumps, and reciprocating pumps. It also covers different rotodynamic pump types such as centrifugal pumps, axial pumps, mixed-flow pumps, and turbine pumps. The document
Basics of centrifugal. Topics covered are operating principles, energy conversion, components in centrifugal pump, the concept of NPSH, pump rating calculation and affinity laws
Selection of Turbine With Respect to Head VS Specific SpeedTalha Ali
The document discusses the selection of turbines based on head and specific speed. It defines turbines as devices that extract energy from fluid and describes the main types as impulse and reaction turbines. Impulse turbines use velocity to move the runner while reaction turbines develop power from pressure and moving fluid. Turbines are selected based on the specific conditions like head and flow. High head turbines operate over 250m head with low flow. Francis turbines are used for medium heads from 45-250m. Kaplan turbines are suitable for low heads under 45m with high flow. Specific speed is also used to select turbines, with low specific speed turbines like Pelton used for high heads and high specific speed propeller turbines for low heads.
This document provides an overview of hydraulic machines and turbines. It defines hydraulic machines as machines that convert hydraulic energy (water energy) to mechanical energy or vice versa. Turbines are hydraulic machines that convert hydraulic energy to mechanical energy, while pumps convert mechanical energy to hydraulic energy. The document then discusses various types of turbines in more detail, including impulse turbines like the Pelton turbine and reaction turbines like the Francis turbine and Kaplan turbine. It covers the basic workings, components, applications and efficiencies of these different turbine types. Finally, it introduces the concept of performance characteristic curves for turbines.
The document discusses various types of flow meters used to measure flowing fluids. It describes several common full-bore meters including Venturi meters, orifice meters, and variable area meters like rotameters. It also discusses insertion meters like V-element and magnetic flow meters. For each type of meter it provides details on their operating principles, advantages, disadvantages and applications. The key types of meters covered are Venturi meters, orifice meters, nozzles, rotameters, V-element meters and magnetic flow meters.
it speaks about the differential head flow meters. its different types. their principle of operation, venturi meter, orifice plate, rotameters, it also covers discussion on open channel flow meter. it covers the different application domains of the different types of flow meters and their advantages and disadvantages.
Pumps, Types of Pumps, Classification of Pumps and Characteristics of Pumps.Talal Khan
This Presentation Discus Pumps(Centrifugal and Positive Displacement) Also it Discusses other properties of pumps.
It also consists of Images and animations of the Pumps.
This document provides an overview of centrifugal pumps. It defines a pump and discusses the main components and classifications of centrifugal pumps. The key components of a centrifugal pump are the impeller, casing, suction pipe, and delivery pipe. Centrifugal pumps are classified based on impeller design and casing shape. The document also covers topics such as work done by the centrifugal pump, head of a pump, losses and efficiencies, and minimum speed for starting a centrifugal pump. Several example problems are provided to calculate values like inlet vane angle, work done, and minimum starting speed.
This document provides an overview of fluid mechanics and fluid properties. It introduces units and dimensions used to describe fluids, then defines key fluid properties like density, viscosity, compressibility, and surface tension. Various fluid types are described, including ideal, real, Newtonian and non-Newtonian fluids. Fundamental concepts in fluid mechanics like Newton's law of viscosity and vapor pressure are also summarized. The document is intended as an introduction to fluid mechanics and the characterization of fluids.
The document provides information on pump types, components, operation, and installation. It defines a pump as a mechanical device that transfers fluid from one point to another. Two main categories of pumps are described: positive displacement pumps that have a fixed volume and centrifugal pumps with a variable flow/pressure relationship. The document outlines the components and operation of common pump types like reciprocating, rotary, and centrifugal pumps. It also discusses selecting a pump based on system requirements, installing the pump properly, and connecting piping and valves.
Centrifugal pumps work by using an impeller to increase the pressure and flow of a liquid. Liquid enters the center of the impeller and is accelerated outward by the curved blades of the impeller. This increases the pressure and flow of the liquid. Calculating the required head of a centrifugal pump involves accounting for static head, pipe friction losses, and adding additional head for safety. Proper pump selection is based on matching the required head and flow rate to the pump performance curves. Cavitation and ensuring adequate Net Positive Suction Head (NPSH) are also important considerations for centrifugal pump operation.
Head losses
Major Losses
Minor Losses
Definition • Dimensional Analysis • Types • Darcy Weisbech Equation • Major Losses • Minor Losses • Causes Head Losses
3. • Head loss is loss of energy per unit weight. • Head = Energy of Fluid / Weight • Head losses can be – Kinetic Head – Potential Head – Pressure Head 6/10/2015 4Danial Gondal Head Loss
4. • Kinetic Head – K.H. = kinetic energy / Weight = v² /2g • Potential Head – P.H = Potential Energy / Weight = mgz /mg = z • Pressure Head – P.H = P/ ρ g 6/10/2015 5
5. • (P/ ρ g) + (v² /2g ) + (z) = constant • (FL-2F-1L3LT-2L-1T2) + (L2T-2L1T2)+(L) = constant • (L) + (L) + (L) = constant • As L represent height so it is dimensionally L. 6/10/2015 6 Dimensional Analysis
6. • However the equation (P/ ρ g) + (v² /2g ) + (z) = constant Is valid for Bernoulli's Inviscid flow case. As we are studying viscous flow so (P1/ ρ g) + (v1² /2g ) + (z1) = EGL1(Energy Grade Line At point 1) (P2/ ρ g) + (v2² /2g ) + (z2) = EGL2(Energy Grade Line At point 2) 6/10/2015 7 Head Loss
7. • For Inviscid Flow EGL1 - EGL2= 0 • For Viscous Flow EGL1 - EGL2= Hf 6/10/2015 8 Head Loss
8. MAJOR LOSSES IN PIPES
9. •Friction loss is the loss of energy or “head” that occurs in pipe flow due to viscous effects generated by the surface of the pipe. • Friction Loss is considered as a "major loss" •In mechanical systems such as internal combustion engines, it refers to the power lost overcoming the friction between two moving surfaces. •This energy drop is dependent on the wall shear stress (τ) between the fluid and pipe surface. 6/10/2015 10 Friction Loss
10. •The shear stress of a flow is also dependent on whether the flow is turbulent or laminar. •For turbulent flow, the pressure drop is dependent on the roughness of the surface. •In laminar flow, the roughness effects of the wall are negligible because, in turbulent flow, a thin viscous layer is formed near the pipe surface that causes a loss in energy, while in laminar flow, this viscous layer is non-existent. 6/10/2015 11 Friction Loss
11. Frictional head losses are losses due to shear stress on the pipe walls. The general equation for head loss due to friction is the Darcy-Weisbach equation, which is where f = Darcy-Weisbach friction factor, L = length of pipe, D = pipe diameter, and V = cross sectional average flow velocity.
Pumps are machines that provide energy to fluids by converting mechanical energy into hydraulic energy. There are two main types of pumps - rotodynamic pumps which use centrifugal force to increase fluid pressure, and positive displacement pumps which physically displace the fluid using moving components. A pumping system conveys fluid from a low reservoir to a high reservoir. The total head in the system includes pressure, velocity, and elevation heads. Centrifugal pumps use an impeller to impart a centrifugal force on the fluid, increasing its pressure and lifting it to a higher elevation. Key components include the impeller, casing, suction and delivery pipes. As the impeller rotates, it imparts kinetic energy on the radial inlet flow and discharges
Pumps are mechanical devices that use external power to transfer fluids from one point to another. There are two main types of pumps: positive displacement pumps and rotodynamic pumps. Positive displacement pumps include reciprocating pumps, rotary lobe pumps, progressing cavity pumps, piston/plunger pumps, dosing pumps, and vacuum pumps. Rotodynamic pumps include centrifugal pumps. Each pump type has different characteristics that make it suitable for various fluid transfer applications.
measurement of the flow of fluid by the venturimeter and the pitot tube and ...AshishBhadani4
the presentation upon the measurement of the flow of fluid by the venturimeter and the pitot tube and pipe orifice . also include the type of the pitote tube . this instrument is used to measure the flow rate of the flow of fluid.
Cavitation occurs in pumps when the local pressure drops below the vapor pressure of the liquid being pumped, causing vapor bubbles to form. These bubbles grow until the pressure increases and causes them to rapidly collapse. This collapse creates shockwaves that can cause damage to pump components over time. To avoid cavitation, the net positive suction head available (NPSHA) must exceed the pump's required NPSH (NPSHR), accounting for suction pressure, elevation, and friction losses. Symptoms of cavitation include noise, vibration, reduced flow and pressure, and pitting wear of impellers and casings.
All the three types of flowmeters i.e. venturi-meter, orifice-meter and rota-meter. The Principle, construction, working, applications, advantages and disadvantages are briefly explained.
• A pump is the heart of the hydraulic system, convert mechanical energy into hydraulic energy.
• Main purpose of the pump is to create the flow of oil through the system & thus assist transfer of power & motion.
• The combined pumping and driving motor unit is known as hydraulic pump.
• The hydraulic pump takes hydraulic fluid (mostly some oil) from the storage tank and delivers it to the rest of the hydraulic circuit.
• In general, the speed of pump is constant and the pump delivers an equal volume of oil in each revolution.
1) Flow measurement devices use principles like differential pressure and velocity to measure flow rate. Differential pressure devices like Venturi meters and orifice plates cause a pressure drop that is measured to calculate flow.
2) Bernoulli's equation relates pressure, velocity, and height of a fluid flowing through a pipe. It is the basis for differential pressure flow measurement. Devices like Pitot tubes and turbine meters measure velocity which relates to flow rate.
3) Vibration is oscillatory motion that can be caused by unbalanced forces, elasticity, or external excitation. It can have harmful or beneficial effects depending on the system. Measurement devices like vibrometers and accelerometers are used to characterize vibrations.
This document discusses different types of pumps, including their classifications, characteristics, applications, and performance. It describes hydrodynamic/non-positive displacement pumps, which use flow to transfer fluid at relatively low pressure and are generally used for low pressure, high volume applications. It also describes hydrostatic/positive displacement pumps, which have close-fitting components and can create high pressures, making them self-priming. Specific positive displacement pump types like gear, vane, piston and centrifugal pumps are examined in terms of their applications and operating principles. Pump efficiencies including volumetric, mechanical and overall efficiency are also covered.
1) A pressure gauge uses a bourdon tube to measure the steam pressure in a boiler. When pressure enters the elliptical bourdon tube, it straightens, moving the end of the tube and magnifying the pressure reading on the dial.
2) There are different types of pressure measurements including absolute, gauge, barometric, and differential. Absolute measures against a total vacuum, gauge measures above atmosphere, and differential measures the difference between two pressures.
3) Pressure instruments include pressure gauges, switches, and transmitters. Gauges visually display pressure using a bourdon tube. Switches activate at set pressure points. Transmitters send an electrical signal for remote monitoring.
Pumps can be classified as positive displacement pumps or nonpositive displacement pumps. Positive displacement pumps include gear pumps, vane pumps, piston pumps, and lobe pumps. Gear pumps are further classified as external gear pumps and internal gear pumps. External gear pumps have straight or helical gears that transport fluid through the expanding and contracting space between gears. Internal gear pumps have gears that remain constantly meshed to pump fluid. Vane pumps use a rotor with sliding vanes to pump fluid, and can be balanced or unbalanced. Piston pumps use reciprocating pistons to draw in and expel fluid and include axial, radial, and bent-axis configurations. Each pump type has different operating characteristics, advantages, and limitations for various industrial
Pump, its types and applications presentationziaul islam
This document discusses different types of pumps. It begins by defining a pump as a machine that converts mechanical energy into fluid energy by moving fluid from a region of low pressure to one of high pressure. There are two main types of pumps: positive displacement pumps and rotodynamic pumps. Positive displacement pumps work by trapping a fixed amount of fluid and forcing it into the discharge pipe. Rotodynamic pumps use rotational kinetic energy to increase the fluid's hydrodynamic energy. The document then discusses various sub-types of positive displacement pumps like gear pumps, screw pumps, and reciprocating pumps. It also covers different rotodynamic pump types such as centrifugal pumps, axial pumps, mixed-flow pumps, and turbine pumps. The document
Basics of centrifugal. Topics covered are operating principles, energy conversion, components in centrifugal pump, the concept of NPSH, pump rating calculation and affinity laws
Selection of Turbine With Respect to Head VS Specific SpeedTalha Ali
The document discusses the selection of turbines based on head and specific speed. It defines turbines as devices that extract energy from fluid and describes the main types as impulse and reaction turbines. Impulse turbines use velocity to move the runner while reaction turbines develop power from pressure and moving fluid. Turbines are selected based on the specific conditions like head and flow. High head turbines operate over 250m head with low flow. Francis turbines are used for medium heads from 45-250m. Kaplan turbines are suitable for low heads under 45m with high flow. Specific speed is also used to select turbines, with low specific speed turbines like Pelton used for high heads and high specific speed propeller turbines for low heads.
This document provides an overview of hydraulic machines and turbines. It defines hydraulic machines as machines that convert hydraulic energy (water energy) to mechanical energy or vice versa. Turbines are hydraulic machines that convert hydraulic energy to mechanical energy, while pumps convert mechanical energy to hydraulic energy. The document then discusses various types of turbines in more detail, including impulse turbines like the Pelton turbine and reaction turbines like the Francis turbine and Kaplan turbine. It covers the basic workings, components, applications and efficiencies of these different turbine types. Finally, it introduces the concept of performance characteristic curves for turbines.
The document discusses various types of flow meters used to measure flowing fluids. It describes several common full-bore meters including Venturi meters, orifice meters, and variable area meters like rotameters. It also discusses insertion meters like V-element and magnetic flow meters. For each type of meter it provides details on their operating principles, advantages, disadvantages and applications. The key types of meters covered are Venturi meters, orifice meters, nozzles, rotameters, V-element meters and magnetic flow meters.
it speaks about the differential head flow meters. its different types. their principle of operation, venturi meter, orifice plate, rotameters, it also covers discussion on open channel flow meter. it covers the different application domains of the different types of flow meters and their advantages and disadvantages.
The document describes rotameters, which are variable area flow meters that contain a float within a tapered glass tube. As flow rate increases, the float rises within the tube. The document discusses rotameter construction, working principles, modifications to components like floats and tubes, formulas and calculations used, flow rate determination graphs, and advantages and disadvantages of rotameters. It also provides an example problem calculating flow rate based on given float position and properties.
A rotameter is a variable area flow meter that measures fluid flow rate. It consists of a tapered glass or metal tube with a float inside that rises as flow rate increases. As fluid enters the bottom of the tapered tube, the float is pushed upward by drag force from the fluid until it reaches equilibrium where drag equals weight. The height of the float corresponds to flow rate and is read on an adjacent scale. Rotameters are simple, reliable, and provide a linear scale but must be mounted vertically and are susceptible to measurement uncertainty.
A Presentation on Field Instrumentation .pdfEmmanuelMatutu
This document provides an overview of instrumentation for measuring major process variables like flow, pressure, and temperature. It discusses different types of flow measurement including differential pressure, positive displacement, velocity, and mass flow meters. Specific flow meter technologies covered in detail include orifice plates, venturi tubes, flow nozzles, pitot tubes, and rotameters. For each, the document describes the measurement principle, typical applications, advantages, and disadvantages.
Variable head meters use different principles and designs to measure fluid flow velocity or discharge rate. Pitot tubes use stagnation pressure to measure flow velocity. They consist of a bent glass tube placed in flow, where the height of liquid rise indicates stagnation pressure head. Orifice meters measure flow rate using a differential manometer and the pressure drop across an orifice plate. Venturi meters also use differential pressure but have a converging-diverging nozzle shape to reduce head losses. Weirs and notches are open channel flow measurement devices where flow rate correlates to upstream water depth. Flumes are specially designed open channels also used for flow measurement.
An orifice plate is a device used to measure fluid flow rates by creating a restriction in the pipe. It works by measuring the difference in pressure upstream and downstream of the plate. Fluid must constrict through a precisely measured opening in the plate, causing the pressure to drop and creating a relationship between differential pressure and flow rate. Common applications include measurement of clean liquids and gases. The orifice plate is inexpensive and occupies little space but requires straight pipe sections upstream and downstream for accurate measurement.
The document discusses various principles and types of flow measurement devices. It covers:
- The three types of fluid flow: laminar, turbulent, and transitional as defined by the Reynolds number.
- Common differential pressure flow measurement devices like orifice plates and Venturi tubes, how they create pressure differences proportional to flow, and the equations used.
- Variable area flowmeters including rotameters which measure flow based on the height of a bob in the flow.
- Positive displacement flowmeters which temporarily entrap a known volume of fluid to directly measure total flow or flow rate.
- Advantages and disadvantages of different flow measurement techniques.
This document discusses different methods for measuring flow rates of solids, liquids, and gases. It focuses on methods for measuring liquid flow rates, including differential pressure flow meters like orifice plates, venturi tubes, and flow tubes which create a pressure differential to determine flow rate. Positive displacement meters and velocity meters are also briefly mentioned. Common factors that influence liquid flow measurements like viscosity, density, and pipe friction are discussed. The relationship between flow rate, velocity, and pipe area is shown. Reynolds number and its effect on laminar vs turbulent flow is also covered.
This document provides an overview of field instrumentation used for measurement, monitoring, and control. It discusses common process variables like flow, pressure, temperature, and level. It then focuses on different types of flow measurement instrumentation including positive displacement meters, head meters, velocity meters, and mass meters. Specific flow meter types are described in detail like orifice plates, venturi tubes, rotameters, turbine meters, electromagnetic flow meters, vortex meters, and ultrasonic flow meters. Advantages and disadvantages of each type are presented.
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4. VARIABLE HEAD OR DIFFERENTIAL METER
❖ Orifice Plates
❖ Venturi Tubes
❖ Flow Nozzle
❖ Pitot Tube
❖ Rotameter
❖ Weir
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5. VARIABLE HEAD OR DIFFERENTIAL METER
❖ Differential pressure meters work on the principle of partially obstructing the flow in a pipe.
This creates a difference in the static pressure between the upstream and downstream side of the
device. This difference in the static pressure (referred to as the differential pressure) is measured
and used to determine the flow rate.
❖ Head flow meters operate on the principle of placing a restriction in the line to cause a
differential pressure head. The differential pressure, which is caused by the head, is
measured and converted to a flow measurement.
❖ The devices in general, can therefore be termed as “obstruction type” flowmeters.
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7. MERITS AND DEMERITS – DIFFERENTIAL FLOW METER
❖ Merits
1. They are simple to make, containing no moving parts
2. Their performance is well understood
3. They are cheap – especially in larger pipes when compared with other meters
4. They can be used in any orientation
5. They can be used for most gases and liquids
6. Some types do not require calibration for certain applications
❖ The Demerits
1. Rangeability (turndown) is less than for most other types of flow meter
2. Significant pressure losses may occur
3. The output signal is non-linear with flow
4. The discharge coefficient and accuracy may be affected by pipe layout or nature of flow
5. They may suffer from ageing effects, e.g. the build-up of deposits or erosion of sharp edgesProf. S D YADAV
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8. ORIFICE METER
❖ An Orifice Meter is a conduit and a restriction to create a pressure drop. An hour glass
is a form of orifice.
❖ In order to use any of these devices for measurement it is necessary to empirically
calibrate them. That is, pass a known volume through the meter and note the reading in
order to provide a standard for measuring other quantities.
❖ An orifice in a pipeline is shown in figure with a manometer for measuring the drop in
pressure (differential) as the fluid passes through the orifice. The minimum cross
sectional area of the jet is known as the “vena-contracta.”
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9. ORIFICE WORKING
❖ As the fluid approaches the orifice the pressure increases slightly and then drops suddenly as the
orifice is passed. It continues to drop until the “vena contracta” is reached and then gradually
increases until at approximately 5 to 8 diameters downstream a maximum pressure point is
reached that will be lower than the pressure upstream of the orifice.
❖ The decrease in pressure as the fluid passes thru the orifice is a result of the increased velocity of
the gas passing thru the reduced area of the orifice.
❖ When the velocity decreases as the fluid leaves the orifice the pressure increases and tends to
return to its original level.
❖ The pressure drop across the orifice increases when the rate of flow increases. When there is no
flow there is no differential. The differential pressure is proportional to the square of the velocity.
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10. ORIFICE PLATE
1.Concentric – commonly used for general applications (gas, liquid & vapour).
2. Eccentric – recommended for fluids with extraneous matter to a degree that would clog
up concentric type.
3. Segmental – recommended for fluids combine with vapour or vapour with fluids.
a) Square Edge – applicable for higher pipe Reynolds Number; typical Re 500 to10,000
b) Quadrant – for lower pipe Reynolds Number; typically ranges from Re 250 to3300.
c) Conical – for Reynolds Number typically range from Re 25 to 75.
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11. ADVANTAGES AND DISADVANTAGES OF ORIFICE
Advantages
❖ Simple construction.
❖ Inexpensive.
❖ Easily fitted between flanges.
❖ No moving parts.
❖ Large range of sizes and opening ratios.
❖ Suitable for most gases and liquids.
❖ Well understood and proven.
❖ Price does not increase dramatically with
size.
Disadvantages
❖ Inaccuracy, typically 1%.
❖ Low rangeability, typically 4:1.
❖ Accuracy is affected by density, pressure
and viscosity fluctuations.
❖ Erosion and physical damage to the
restriction affects measurement accuracy.
❖ Cause some unrecoverable pressure loss.
❖ Viscosity limits measuring range.
❖ Require straight pipe runs to ensure
accuracy ismaintained.
❖ Pipeline must be full (typically for liquids).
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12. VENTURI METER
❖ A venturi meter, or venturi flow meter, is a device used to measure the velocity, or flow rate, of fluid
flowing through a pipeline. The venturi meter constricts the flow using a Herschel venturi tube.
❖ As the liquid flows through the pipeline, the device measures the pressure of the liquid before it enters the
venturi tube and as it exits the constricted area. These measurements are then compared to figure the
volumetric flow rate of the fluid. The flow meter is commonly used in plumbing applications to determine
the flow of fluids such as water, liquid propane, and oil.
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13. COMPARISON ORIFICE AND VENTURI METERS
1. Orifice reducing element is sharp edged while venturi is taperedtube.
2. Permanent pressure loss of orifice is 65% of measured d/p while venturi is only10%.
3. Venturi tubeis less sensitiveto Reynolds Number and gives more
accurate measurement when the process flow varies over a wide range.
4. Venturi tube is less affected by dirty fluid which build up deposits at orifice plates and
pressure tap connections.
5. Venturi tube meter is more costly compared to orifice plate costly compared to orifice
plate and requires greater length of pipeline.
6. Orifice plate is relatively easy to change for new range.
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14. PITOT TUBE
❖ A pitot tube, also known as pitot probe, is a flow measurement device used to measure fluid flow
velocity.
❖ The pitot tube was invented by the French engineer Henri Pitot in the early 18th century and was
modified to its modern form in the mid-19th century by French scientist Henry Darcy.
❖ It is widely used to determine the airspeed of an aircraft, water speed of a boat, and to measure
liquid, air and gas flow velocities in certain industrial applications
Working:
❖ Pitot or Pitot static tube is an open ended tube where moving fluid flows in order to measure the
stagnation pressure . It is usually mounted under the wings of an aircraft . The Pitot tube is then
connected to a Diaphragm which expands and contracts depending on the speed of the air
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15. PITOT TUBE
Advantages of Pitot tube
❖ Low cost.
❖ Low permanent pressure loss.
❖ Ease of installation into existing systems.
Disadvantages of Pitot tube
❖ Low accuracy.
❖ Low Rangeability.
❖ Requires clean liquid, gas or vapour as
holes are easilyclogged.
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16. VARIABLE AREA - ROTAMETER
❖ A rotameter is a device that measures the volumetric flow rate of fluid in a closed tube.
❖ It belongs to a class of meters called variable flow meter, which measure flow rate by allowing the cross-sectional area the fluid
travels through to vary, causing a measurable effect
❖ The first variable area meter with rotating float was invented by Karl Kueppers in Aachen in 1908
❖ A rotameter consists of a tapered tube, typically made of glass with a 'float', inside that is pushed up by the drag force of the
flow and pulled down by gravity.
❖ A higher volumetric flow rate through a given area increases flow speed and drag force, so the float will be pushed upwards.
However, as the inside of the rotameter is cone shaped (widens), the area around the float through which the medium flows
increases.
❖ Floats are made in many different shapes, with spheres and ellipsoids being the most common. The float may be diagonally
grooved and partially colored so that it rotates axially as the fluid passes.
❖ This shows if the float is stuck since it will only rotate if it is free. Readings are usually taken at the top of the widest part of the
float; the center for an ellipsoid, or the top for a cylinder. Some manufacturers use a different standard.
❖ The "float" must not float in the fluid: it has to have a higher density than the fluid, otherwise it will float to the top even if there
is no flow.
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18. VARIABLE AREA - ROTAMETER
Advantages
❖ A rotameter requires no external power or fuel, it uses only the inherent properties of the fluid, along
with gravity, to measure flow rate.
❖ A rotameter is also a relatively simple device that can be mass manufactured out of cheap materials,
allowing for its widespread use.
❖ Since the area of the flow passage increases as the float moves up the tube, the scale is approximately
linear.
❖ Clear glass is used which is highly resistant to thermal shock and chemical action.
Dis-Advantages
❖ a rotameter must be oriented vertically. Significant error can result if the orientation deviates
significantly from the vertical.
❖ Due to the direct flow indication the resolution is relatively poor compared to other measurement
principles. Readout uncertainty gets worse near the bottom of the scale.
❖ Since the float must be read through the flowing medium, some fluids may obscure the reading.
❖ Rotameters are not easily adapted for reading by machine.
❖ Rotameters are not generally manufactured in sizes greater than 6 inches/150 mm, but bypass designs
are sometimes used on very large pipes.
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19. FLOW NOZZLE
❖ Flow nozzle is a restriction consisting of an elliptical contoured inlet and a cylindrical throat
section. Pressure taps used to measure the difference in static pressure created by flow nozzle are
commonly located one pipe diameter (1D) upstream and ½ pipe diameter (1/2D) downstream from
the inlet face of the nozzle.
❖ The Flow Nozzle is similar to the venturi but are in the shape of an ellipse. They have a higher flow
capacity than orifice plates.
❖ Another main difference between the flow nozzle and the venturi is that although they have similar
inlet nozzles, the flow nozzle has no exit section.
❖ These devices are more cost effective, but as such they provide less accuracy than venturis, and have
a higher unrecoverable pressureloss.
❖ Flow Nozzles can handle larger solids and be used for higher velocities, greater turbulence
and high temperature applications.
❖ They are often used with fluid or steam applications containing some suspended solids, and in
applications where the product is being discharged fromservice.
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21. FLOW NOZZLE
Advantages of Flow nozzle
❖ High velocity applications.
❖ Operate in higher turbulence.
❖ Used with fluids containing suspended solids.
❖ More cost effective than venturis.
❖ Physically smaller than the venturi.
Disadvantages of Flow nozzle
❖ More expensive than orifice plates.
❖ Higher unrecoverable pressure loss.
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22. OPEN CHANNEL FLOW-METER - WEIR
❖ The "open channel" refers to any conduit in which liquid flows with a freesurface.
❖ Included are tunnels, non-pressurized sewers, partially filled pipes, canals, streams, and
rivers.
❖ Of the many techniques available for monitoring open-channel flows, depth-related
methods are the most common.
❖ These techniques presume that the instantaneous flow rate may be determined from a
measurement of the water depth, or head.
❖ Weirs and flumes are the oldest and most widely used primary devices for measuring
open-channel flows.
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23. OPEN CHANNEL FLOW-METER - WEIR
❖ The flow rate over a weir is a function of the weir geometry and of the weir head (the
weir head is defined as the vertical distance between the weir crest and the liquid
surface in the undisturbed region of the upstreamflow).
❖ Weirs are variable head, variable area flow meters employed for measuring large
volumes of liquids in open channels.
❖ The device operates on the principle that if a restriction of specified shape and form is
introduced in flow path, a rise in the upstream liquid occurs which is a function of the
flow rate through the restriction.
❖ Weirs operate on the principle that an obstruction in a channel will cause water to back
up, creating a high level (head) behind the barrier.
❖ The head is a function of flow velocity, and, therefore, the flow rate through the device.
Weirs consist of vertical plates with sharpcrests.
❖ The top of the plate can be straight or notched. Weirs are classified in accordance with
the shape of the notch. The basic types are V-notch, rectangular, andtrapezoidal.
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