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
D. Weight of the fluid displaced by the body
5 mm
10 mm
20 mm
30 mm
N/mm2
N/m2
Head of liquid
All of these
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
Pressure force
Elastic force
Surface tension force
Viscous force
Energy
Work
Mass
Length
Pressure
Flow
Shape
Volume
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Mach number
Froude number
Reynoldss number
Weber's number
0.5
0.4
0.515
0.5
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
Less than
Same as
More than
None of these
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the above
Directly
Inversely
Both A and B
None of these
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
Equal to
Less than
More than
None of these
Meta center
Center of pressure
Center of buoyancy
Center of gravity
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
N-m/s
N-s/m2
m2/s
N-m
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
Equal to
One-half
Three fourth
Double
Low density
High density
Low surface tension
High surface tension
Steady
Unsteady
Laminar
Vortex
Reynold's number
Froude's number
Weber's number
Euler's number
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
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each pleasure
Actual velocity of jet at vena-contracta to the theoretical velocity
Area of jet at vena-contracta to the area of orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Actual discharge through an orifice to the theoretical discharge
Equal to
Directly proportional
Inversely proportional
None of these
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
Q = (2/3) Cd × b × √(2g) × (H2 - H1)
Q = (2/3) Cd × b × √(2g) × (H2 1/2 - H1 1/2)
Q = (2/3) Cd × b × √(2g) × (H2 3/2 - H1 3/2)
Q = (2/3) Cd × b × √(2g) × (H2 2 - H1 2)
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3