Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
B. Specific gravity of liquid
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above
l/d² = (l₁/d₁²) + (l₂/d₂²) + (l₃/d₃²)
l/d³ = (l₁/d₁³) + (l₂/d₂³) + (l₃/d₃³)
l/d⁴ = (l₁/d₁⁴) + (l₂/d₂⁴) + (l₃/d₃⁴)
l/d⁵ = (l₁/d₁⁵) + (l₂/d₂⁵) + (l₃/d₃⁵)
14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
d/6
d/4
d/2
d
Venturimeter
Orifice plate
Hot wire anemometer
Pitot tube
Steady flow
Turbulent flow
Laminar flow
Non-uniform flow
Same as
Lower than
Higher than
None of these
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
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
High velocity
High pressure
Weak material
Low pressure
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid
Decrease
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
Adhesion
Cohesion
Surface tension
Viscosity
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
0° C
0° K
4° C
100° C
Actual velocity of jet at vena-contracta to the theoretical velocity
Area of jet at vena-contracta to the area of orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Actual discharge through an orifice to the theoretical discharge
One-half
One-third
Two-third
None of these
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
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
Sum
Difference
Arithmetic mean
Geometric mean
Quasi-static
Steady state
Laminar
Uniform
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
Plus
Minus
Divide
None of these
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
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Higher
Lower
Same
None of these