200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
D. 800 kg/m3
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
100 litres
250 litres
500 litres
1000 litres
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
10 kg
100 kg
1000 kg
1 kg
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
1
1000
100
101.9
Increase
Decrease
Remain same
Increase/decrease depending on depth of immersion
Pressure
Flow
Velocity
Discharge
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Actual velocity of jet at vena contracta to the theoretical velocity
Area of jet at vena contracta to the area of orifice
Actual discharge through an orifice to the theoretical discharge
None of the above
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
Elastic
Surface tension
Viscous
Inertia
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
ML°T⁻²
ML°T
ML r²
ML²T²
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
Low pressure
High pressure
Low velocity
High velocity
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
h
wh
w/h
h/w
1.84 (L - 0.1nH)H3/2
1.84 (L - nH)H2
1.84 (L - 0.1nH)H5/2
1.84 (L - nH)H3
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
Half the depth
Half the breadth
Twice the depth
Twice the breadth
p = T × r
p = T/r
p = T/2r
p = 2T/r
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
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
Sill or crest
Nappe or vein
Orifice
None of these
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end