Higher
Lower
Same as
None of these
A. Higher
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
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
4.1 s
5.2 s
10.4 s
14.1 s
Newton's law of motion
Newton's law of cooling
Newton's law of viscosity
Newton's law of resistance
Straight line
Parabolic curve
Hyperbolic curve
Elliptical
Path line
Stream line
Steak line
Potential line
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Adhesion
Cohesion
Surface tension
Viscosity
The pressure on the wall at the liquid level is minimum
The pressure on the bottom of the wall is maximum
The pressure on the wall at the liquid level is zero, and on the bottom of the wall is maximum
The pressure on the bottom of the wall is zer
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
Up-thrust
Reaction
Buoyancy
Metacentre
Velocity of flow at the required point in a pipe
Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Discharge through a pipe
1 %
1.5 %
2 %
2.5 %
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Cohesion
Adhesion
Viscosity
Surface tension
0.46
0.64
0.78
0.87
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
Inertia force
Viscous force
Gravity force
Pressure force
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Actual velocity of jet at vena contracta to the theoretical velocity
Area of jet at vena contracta to the area of orifice
Actual discharge through an orifice to the theoretical discharge
None of the above
Inertia force
Viscous force
Gravity force
All of these
H/3
H/2
2H/3
3H/4
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
Cannot be subjected to shear forces
Always expands until it fills any container
Has the same shear stress at a point regardless of its motion
Cannot remain at rest under action of any shear force
Higher
Lower
Same as
None of these
Less than
More than
Equal to
None of these
Capillary tube method
Orifice type viscometer
Rotating cylinder method
All 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
Remain unaffected
Increases
Decreases
None of these