Plus
Minus
Divide
Multiply
B. Minus
Negligible
Same as buoyant force
Zero
None of the above
Reynold's number
Froude's number
Weber's number
Euler's number
One-fourth of the total supply head
One-third of the total supply head
One-half of the total supply head
Two-third of the total supply head
Does not change
Decreases
Increases
None of these
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
Steady flow
Turbulent flow
Laminar flow
Non-uniform flow
Low density
High density
Low surface tension
High surface tension
Cohesion
Adhesion
Viscosity
Surface tension
Straight line
Parabolic curve
Hyperbolic curve
Elliptical
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
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
At normal pressure of 760 mm
At 4°C temperature
At mean sea level
All the above
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Specific weight
Mass density
Specific gravity
None of these
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
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
Underground flow
Flow past tiny bodies
Flow of oil in measuring instruments
All of these
50 %
56.7 %
66.67 %
76.66 %
Constant
Variable
Zero
Zero under limiting conditions
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
wA
wx
wAx
wAx/sinθ
High velocity
High pressure
Weak material
Low pressure
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable