Increases
Decreases
Remain unaffected
Unpredictable
B. Decreases
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
Planes of the body are completely smooth
Space around the body is completely filled with the fluid
Fluid particles do not exert any influence on one another
All of the above
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
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
Increase in viscosity of gas
Increase in viscosity of liquid
Decrease in viscosity of gas
Decrease in viscosity of liquid
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
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
Plus
Minus
Divide
Multiply
Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
Quasi-static
Steady state
Laminar
Uniform
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
Higher
Lower
Same
None of these
Decreases
Increases
Remain same
None of these
2.89 kN
8.29 kN
9.28 kN
28.9 kN
Path line
Stream line
Steak line
Potential line
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
Head of water (h)
h²
V/T
h/2
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units
Surface tension
Viscosity
Friction
Cohesion
Atmospheric pressure
Surface tension
Force of adhesion
Force of cohesion
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
Adhesion
Cohesion
Surface tension
Viscosity
The bodies A and B have equal stability
The body A is more stable than body B
The body B is more stable than body A
The bodies A and B are unstable
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
0.34 times
0.67 times
0.81 times
0.95 times
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
1 Pa
91 Pa
981 Pa
9810 Pa
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion