The size of orifice is large
The velocity of flow is large
The available head of liquid is more than 5 times the height of orifice
The available head of liquid is less than 5 times the height of orifice
D. The available head of liquid is less than 5 times the height of orifice
Compressibility
Surface tension
Cohesion
Adhesion
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
Equal to
Double
Three to four times
Five to six times
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid
Decrease
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
Constant
Variable
Zero
Zero under limiting conditions
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
4.5 kN/m3
6 kN/m3
7.5 kN/m3
10 kN/m3
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
wA
wx
wAx
wAx/sinθ
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)
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
51 cm
50 cm
52 cm
52.2 cm
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
p/sinα
2p/sinα
p/2sinα
2p/sin (α/2)
H/3
H/2
2H/3
3H/4
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
On the surface at which resultant pressure acts
On the surface at which gravitational force acts
At which all hydraulic forces meet
Similar to metacentre
flv²/2gd
flv²/gd
3flv²/2gd
4flv²/2gd
N/m
N/m2
N/m3
N-m
Equal to
Directly proportional
Inversely proportional
None of these
Directly
Inversely
Both A and B
None of these
Critical point
Vena contracta
Stagnation point
None of these
Less man the vapour pressure over the plane surface
Equal to the vapour pressure over the plane surface
Greater than the vapour pressure over the plane surface
Zero