Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
D. Centre of buoyancy
0.34 times
0.67 times
0.81 times
0.95 times
More
Less
Same
More or less depending on size of glass tube
Underground flow
Flow past tiny bodies
Flow of oil in measuring instruments
All of these
10 kg
100 kg
1000 kg
1 kg
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
Fluids are capable of flowing
Fluids conform to the shape of the containing vessels
When in equilibrium, fluids cannot sustain tangential forces
When in equilibrium, fluids can sustain shear forces
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
Triangular
Rectangular
Square
Trapezoidal
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
Low pressure
High pressure
Low velocity
High velocity
Tensile stress
Compressive stress
Shear stress
Bending stress
Adhesion
Cohesion
Viscosity
Compressibility
Remains constant
Increases
Decreases
Depends upon mass of liquid
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Steady
Unsteady
Laminar
Vortex
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
Streamline flow
Turbulent flow
Steady flow
Unsteady flow
Surface tension
Viscosity
Friction
Cohesion
Surface tension
Compressibility
Capillarity
Viscosity
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Less
More
Equal
Less at low temperature and more at high temperature
Sum
Difference
Arithmetic mean
Geometric mean
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4