Volumetric strain
Volumetric index
Compressibility
Adhesion
C. Compressibility
Same
More
Less
None of these
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
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
Water surface
Center of pressure
Center of gravity
Center of buoyancy
Remains same
Decreases
Increases
None of these
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
Inertia force
Viscous force
Gravity force
Pressure force
10 m/sec
25 m/sec
2 m/sec
50 m/sec
Orifice
Notch
Weir
Dam
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
Inertia
Gravity
Viscous
None of these
N/mm2
N/m2
Head of liquid
All of these
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
0.5
0.4
0.515
0.5
Pressure force
Elastic force
Gravity force
Surface tension force
One-fourth of the total supply head
One-third of the total supply head
One-half of the total supply head
Two-third of the total supply head
Double
Four times
Eight times
Sixteen times
Incompressible
Compressible
Viscous
None of these
Equal to
One-fourth
One-third
One-half
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
Steady flow
Turbulent flow
Laminar flow
Non-uniform flow
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Pressure force
Elastic force
Gravity force
Viscous force
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Ratio of inertial force to force due to viscosity
Ratio of inertial force to force due to gravitation
Ratio of inertial force to force due to surface tension
All the four ratios of inertial force to force due to viscosity, gravitation, surface tension, and elasticity
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Less than 2000
Between 2000 and 2800
More than 2800
None of these
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
Inertia force
Viscous force
Gravity force
All of these