# Manometry and Buoyancy Study Notes for Mechanical Engineering

By Akhil Gupta|Updated : December 3rd, 2021

Manometers use the relationship between pressure and head to measure pressure. This relation is highly used making this section of Fluid mechanics important in terms of GATE, ESE and other various PSU's exams.

Manometers use the relationship between pressure and head to measure pressure. This relation is highly used making this section of Fluid mechanics important in terms of GATE, ESE and other various PSU's exams.

Manometers: Manometers are used for measuring pressures by balancing the fluid column of fluid against another column of fluid of known specific gravity.

• Pressure is proportional to the height of a column of fluid.
• The instrument used to carry out the complete process is termed a Manometer.
• Types of Manometers: Barometer, Piezometer and U-tube Manometer.
• Manometers use the relationship between pressure and head to measure pressure

Piezometer

• The simplest manometer is an open tube. This is attached to the top of a container with liquid at pressure. containing liquid at a pressure.
• The tube is open to the atmosphere, the pressure measured is relative to atmospheric so it measures gauge pressure. Fig. Piezometer

P = ρgH

Where,

ρ = density of liquid

h = height of liquid in the piezometer from the centre of the pipe.

g = acceleration due to gravity.

Limitations of Piezometer -

• Can only be used for liquids.
• Pressure must above atmospheric.
• Liquid height must be convenient i.e. not be too small or too large.

## U-tube Manometer

• It consists of a U shaped bend whose one end is attached to the gauge point ‘A’ and the other end is open to the atmosphere.
• It can measure both positive and negative (suction) pressures.
• U-Tube enables the pressure of both liquids and gases to be measured U is connected as shown and filled with manometric fluid.

Note.

• The manometric fluid density should be greater than of the fluid measured, ρmano. > ρ
• The two fluids should not be able to mix they must be immiscible. Fig. U-Tube Manometer

• Pressure in a continuous static fluid is the same at any horizontal level,

Pressure at B = Pressure at C

PBPC

• For the left-hand arm pressure at B,

PB = Pressure at A + Pressure of height of liquid being measured

PB = PA + ρgh1

• For the right-hand arm pressure at C:
P= Pressure at D + Pressure of height of manometric liquid.
PC =  ρmano gh2
We are measuring gauge pressure we can subtract Patmospheric giving:
P= PC
PA  = ρmanogh2 – ρgh1

Differential U-Tube Manometer:

• A U-Tube manometric liquid is heavier than the liquid for which the pressure difference is to be measured and is not immiscible with it. Fig. Differential U-tube manometer

Pressure difference between A and B is given by equation Inverted U-Tube Manometer:

• An inverted U-tube manometer consists of an inverted U-tube containing a light liquid.
• This is used to measure the differences of low pressures between two points where better accuracy is required. Fig. Inverted U-Tube Manometer

The pressure difference can be calculated from equation, Micro Manometer

• Micro Manometer is the modified form of a simple manometer whose one limb is made of larger cross-sectional area.
• It measures very small pressure differences with high precision.

Inclined Manometer

• An inclined manometer is used for the measurement of small pressures and is to measure more accurately than the vertical tube type manometer.
• Due to inclination, the distance moved by the fluid in the manometer is more.
• The sensitivity of simple manometers can be enhanced by using inclined tubes. It is due to increase in length by (1/sin θ), where θ is the angle of inclination with the horizontal.

Buoyancy: Buoyancy is also known as the buoyant force. It is the force exerted on an object that is wholly or partly immersed in a fluid.

Archimedes Principle:

• Whenever a body is immersed in fluid either partially on fully, it experiences a net vertical force which is known as buoyant force.
• This buoyant force is equal to the weight of the fluid displaced by the body, and it acts upward through the centroid of the displaced volume.

Concept of Buoyancy:

• The point of application of buoyancy force is called the centre of buoyancy and it coincides with the centroid of the wholly submerged body of the homogenous composition.
• This buoyant force is equal to the weight of the fluid displaced by the body, and it acts upward through the centroid of the displaced volume.
• For floating bodies, the weight of the entire body must be equal to the buoyant force, which is the weight of the fluid whose volume is equal to the volume of the submerged portion of the floating body i.e., Where,
FB=Buoyancy force,
Vdisp..= Displacement volume
Vbody= Total volume of the body
ρ= Density of liquid
ρ= Density of body

Stability conditions of completely submerged bodies under angular deflection:

The rotational stability of an immersed body depends on the relative locations of the centre of gravity (G) of the body and the centre of buoyancy(B).

(a). For the stable equilibrium: B should be above G.

(b). For the unstable equilibrium: B should be below G.

(c). For the neutral equilibrium: B and G coincide. Fig. Illustration of the stability conditions of the completely submerged bodies.

Metacentric height (GM):

The metacentric height GM, which is the distance between the center of gravity (G) and the metacenter (M) which is the intersection point of the lines of action of the buoyant force through the body before and after rotation.

The metacentric height using the theoretical method is given by the following formula, In the above expression,

BM= Metacentric height,

BG=Calculated from geometry.

• Positive (+Ve) sign is used when the metacenter M lies above the G.
• Negative (-Ve) sign is used when the metacenter M lies below the G.

Stability conditions of partially submerged bodies under angular deflection:

The rotational stability of an immersed body depends on the relative locations of the Metacenter (M) of the body and the centre of gravity (G).

For a floating body to be in:

(a). stable equilibrium, point M should be above point G and thus GM is positive. The larger the GM is, the more stable is the floating body.

(b). unstable equilibrium, point M should be below point G and thus GM is negative.

(c). neutral equilibrium, point M should coincide with the G and thus GM =0. Fig. Illustration of stability conditions of the Floating bodies

Rolling and Pitching:

The angular displacement of a boat or ship about its longitudinal axis is known as rolling while that about its transverse axis is known as pitching. Fig. Illustration of the rolling and pitching of a hull The time period of Oscillation of the floating body,

The time period of the oscillation is given by the following expression, Increasing the metacentric height gives greater stability but reduces the time period of the roll so the ship will be less comfortable for the passengers.

Fluid Statics is an important topic for GATE MEISRO MEESE IES ME, and other Mechanical exams.

For the detailed schedule of the GATE Mechanical Engineering(ME) 2022 Champions Study Plan, click here

## GATE 2022 Champions Study Plan

If you aiming to crack GATE & ESE, Other PSU Exams then you must try Online Classroom Program to get unlimited access to all the live structured courses and unlimited mock tests from the following links:

### Click Here Avail GATE/ESE ME Test Series !!! (150+ Mock Tests)

Thanks

BYJU'S EXAM PREP GradeStack Learning Pvt. Ltd.Windsor IT Park, Tower - A, 2nd Floor, Sector 125, Noida, Uttar Pradesh 201303 help@byjusexamprep.com