3.53 kN
33.3 kN
35.3 kN
None of these
C. 35.3 kN
Real
Ideal
Newtonian
Non-Newtonian
Dynamic viscosity/density
Dynamic viscosity × density
Density/dynamic viscosity
1/dynamic viscosity × density
0.405 + (0.003/H)
0.003 + (0.405/H)
0.405 + (H/0.003)
0.003 + (H/0.405)
Plus
Minus
Divide
Multiply
Lesser
Greater
Same
None of these
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Orifice
Notch
Weir
Dam
One-half
One-third
Two-third
None of these
Free
Partially
Full
None of these
1
1.2
0.8
0.75
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
One stoke
One centistoke
One poise
One centipoise
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
Venturimeter
Orifice plate
Hot wire anemometer
Pitot tube
Running full
Running free
Partially running full
Partially running free
15.3 m
25.3 m
35.3 m
45.3 m
Equal to
Directly proportional
Inversely proportional
None of these
Directly proportional to the area of the vessel containing liquid
Directly proportional to the depth of liquid from the surface
Directly proportional to the length of the vessel containing liquid
Inversely proportional to the depth of liquid from the surface
14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)
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
Remains constant
Increases
Decreases
Depends upon mass of liquid
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
0.0116 stoke
0.116 stoke
0.0611 stoke
0.611 stoke
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
Maximum
Minimum
Zero
Nonzero and finite
Negligible
Same as buoyant force
Zero
None of the above
Path line
Stream line
Steak line
Potential line
Newton-sec/m
Newton-m/sec
Newton/m
Newton
The metal piece will simply float over the mercury
The metal piece will be immersed in mercury by half
Whole of the metal piece will be immersed with its top surface just at mercury level
Metal piece will sink to the bottom
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis