Remain unaffected
Increases
Decreases
None of these
B. Increases
Moving
Viscous
Viscous and static
Viscous and moving
Dynamic viscosity/density
Dynamic viscosity × density
Density/dynamic viscosity
1/dynamic viscosity × density
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
One stoke
One centistoke
One poise
One centipoise
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
The weight of the body
More than the weight of the body
Less than the weight of the body
Weight of the fluid displaced by the body
Remains same
Decreases
Increases
None of these
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Internal
External
Both A and B
None of these
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Underground flow
Flow past tiny bodies
Flow of oil in measuring instruments
All of these
Dissolved air
Dissolved salt
Suspended matter
All of the above
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Cohesion
Adhesion
Viscosity
Surface tension
Pressure energy + kinetic energy + potential energy
Pressure energy - (kinetic energy + potential energy)
Potential energy - (pressure energy + kinetic energy
Kinetic energy - (pressure energy + potential energy)
Specific weight
Specific volume
Specific speed
Specific gravity
Orifice plate
Venturimeter
Rotameter
Pitot tube
The center of gravity of the body and the metacentre
The center of gravity of the body and the center of buoyancy
The center of gravity of the body and the center of pressure
Center of buoyancy and metacentre
Suction pressure
Vacuum pressure
Negative gauge pressure
All of these
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Double
Four times
Eight times
Sixteen times
The area is horizontal
The area is vertical
The area is inclined
All of the above
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)
Fluid
Water
Gas
Ideal fluid
Equal to
Less than
More than
None of these
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)