Effects
Does not effect
Both A and B
None of these
A. Effects
The area is horizontal
The area is vertical
The area is inclined
All of the above
Pressure
Flow
Shape
Volume
0.34 times
0.67 times
0.81 times
0.95 times
The weight of the body
More than the weight of the body
Less than the weight of the body
Weight of the fluid displaced by the body
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
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
50 %
56.7 %
66.67 %
76.66 %
Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Weber's number is the ratio of inertia force to elastic force.
Weber's number is the ratio of gravity force to surface tension force.
Weber's number is the ratio of viscous force to pressure force.
Weber's number is the ratio of inertia force to surface tension force.
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
Lesser
Greater
Same
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
v₁²/2g
v₂²/2g
0.5 v₁²/2g
0.375 v₂²/2g
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Q = Cd × a × 2gh
Q = (2/3). Cd × a × h
Q = (Cd × a)/√(2gh)
Q = (3Cd × a)/√(2h)
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
Underground flow
Flow past tiny bodies
Flow of oil in measuring instruments
All of these
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
The center of gravity of the body and the metacentre
The center of gravity of the body and the center of buoyancy
The center of gravity of the body and the center of pressure
Center of buoyancy and metacentre
5 mm
10 mm
20 mm
30 mm
Steady flow
Turbulent flow
Vortex flow
Uniform flow
Pressure force
Elastic force
Surface tension force
Viscous force
Compressibility
Surface tension
Cohesion
Adhesion
K.ρ
K/ρ
ρ/K
None of these
p/sinα
2p/sinα
p/2sinα
2p/sin (α/2)
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Velocity of approach
Lower critical velocity
Higher critical velocity
None of these