Higher
Lower
Same
None of these
B. Lower
Cc × Cv
Cc × Cr
Cv × Cr
Cc/Cr
Increases
Decreases
Remain unaffected
Unpredictable
Sum
Different
Product
Ratio
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
At the Centroid
Above the Centroid
Below the Centroid
At metacentre
Remains constant
Increases
Decreases
Depends upon mass of liquid
1.84 (L - 0.1nH)H3/2
1.84 (L - nH)H2
1.84 (L - 0.1nH)H5/2
1.84 (L - nH)H3
Does not change
Decreases
Increases
None of these
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
N/m
N/m2
N/m3
N-m
Equal to
Double
Three to four times
Five to six times
Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel
Pressure difference between two points in a pipe
Higher surface tension
Lower surface tension
Surface tension is no criterion
High density and viscosity
Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
Triangular
Rectangular
Square
Trapezoidal
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
Newton's law of motion
Newton's law of cooling
Newton's law of viscosity
Newton's law of resistance
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
Higher
Lower
Same as
None of these
Pressure
Velocity
Square of velocity
Cube of velocity
More
Less
Same
More or less depending on size of glass tube
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
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Sinθ
1/Sinθ
Cosθ
1/Cosθ
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head