Sum
Difference
Arithmetic mean
Geometric mean
B. Difference
Avoid interruption in the flow
Increase discharge
Increase velocity
Maintain pressure difference
Pressure force
Elastic force
Surface tension force
Viscous force
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
1 %
1.5 %
2 %
2.5 %
0° C
0° K
4° C
20° C
Sill or crest
Nappe or vein
Orifice
None of these
Higher
Lower
Same as
None of these
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
Elastic properties of the pipe material
Elastic properties of the liquid flowing through the pipe
Speed at which the valve is closed
All of the above
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
Unity
Greater than unity
Greater than 2
Greater than 4
Centre of pressure
Centre of buoyancy
Metacentre
None of these
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
Resultant force acting on a floating body
Equal to the volume of liquid displaced
Force necessary to keep a body in equilibrium
The resultant force on a body due to the fluid surrounding it
Increases
Decreases
Remain unaffected
Unpredictable
19.24 kPa
29.24 kPa
39.24 kPa
49.24 kPa
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
d/6
d/4
d/2
d
Equal to
Double
Three to four times
Five to six times
2.4 m above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient
5.0 above the hydraulic gradient
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel
Pressure difference between two points in a pipe
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
N/mm2
N/m2
Head of liquid
All of these
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
Minimum
Maximum
Zero
Could be any value
Maximum
Minimum
Zero
Nonzero and finite
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above