Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the above
D. None of the above
Absolute pressure
Velocity of fluid
Flow
Rotation
The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
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
Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
Suction pressure
Vacuum pressure
Negative gauge pressure
All of these
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Surface tension
Coefficient of viscosity
Viscosity
Osmosis
Pressure
Flow
Shape
Volume
Pressure
Distance
Density
Flow
Zero
Minimum
Maximum
None of these
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
Reynold's number
Froude's number
Mach number
Euler's number
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Principle of conservation of mass holds
Velocity and pressure are inversely proportional
Total energy is constant throughout
The energy is constant along a streamline but may vary across streamlines
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
Actual velocity of jet at vena contracta to the theoretical velocity
Loss of head in the orifice to the head of water available at the exit of the orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Area of jet at vena-contracta to the area of orifice
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Be horizontal
Make an angle in direction of inclination of inclined plane
Make an angle in opposite direction to inclination of inclined plane
Any one of above is possible
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
Surface tension
Compressibility
Capillarity
Viscosity
Steady
Streamline
Turbulent
Unsteady
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
Free
Partially
Full
None of these