A triangle
A paraboloid
An ellipse
None of these
B. A paraboloid
Incompressible
Compressible
Viscous
None of these
Unity
Greater than unity
Greater than 2
Greater than 4
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
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
Elastic
Surface tension
Viscous
Inertia
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Pressure energy + kinetic energy + potential energy
Pressure energy - (kinetic energy + potential energy)
Potential energy - (pressure energy + kinetic energy
Kinetic energy - (pressure energy + potential energy)
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
15.3 m
25.3 m
35.3 m
45.3 m
(2A√H₁)/(Cd × a√2g)
(2AH₁)/(Cd × a√2g)
(2AH₁3/2)/(Cd × a√2g)
(2AH₁²)/(Cd × a√2g)
10 m/sec
25 m/sec
2 m/sec
50 m/sec
Inertia
Gravity
Viscous
None of these
1 : 5
1 : 2.5
1 : 25
1 : √5
1.84 (L - 0.1nH)H3/2
1.84 (L - nH)H2
1.84 (L - 0.1nH)H5/2
1.84 (L - nH)H3
Less than unity
Unity
Between 1 and 6
More than 6
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
100 litres
250 litres
500 litres
1000 litres
Increases
Decreases
Remain unaffected
Unpredictable
Specific weight
Mass density
Specific gravity
None of these
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
Neutral equilibrium
Stable equilibrium
Unstable equilibrium
None of these
2.89 kN
8.29 kN
9.28 kN
28.9 kN
It gives maximum discharge for a given cross-sectional area and bed slope
It has minimum wetted perimeter
It involves lesser excavation for the designed amount of discharge
All of the above
Venturimeter
Orifice plate
Nozzle
All of the above
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Remain same
Increases
Decreases
Shows erratic behaviour
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
Steady
Unsteady
Uniform
Laminar