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
A. On the surface at which resultant pressure acts
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
One
Two
Three
Four
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
0.001
0.01
0.1
1
Capillary tube method
Orifice type viscometer
Rotating cylinder method
All of these
2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
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
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
N-m/s
N-s/m2
m2/s
N-m
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
Sill or crest
Nappe or vein
Orifice
None of these
0.83
0.6
0.4
0.3
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
The flow is steady
The flow is streamline
Size and shape of the cross section in a particular length remain constant
Size and cross section change uniformly along length
N/mm2
N/m2
Head of liquid
All of these
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
(H - hf )/H
H/(H - hf )
(H + hf )/H
H/(H + hf )
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
Sill or crest
Nappe or vein
Orifice
None of these
Running full
Running free
Partially running full
Partially running free
At C.G. of body
At center of pressure
Vertically upwards
At metacentre
Critical point
Vena contracta
Stagnation point
None of these
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
Cohesion
Adhesion
Viscosity
Surface tension
Atmospheric pressure
Gauge pressure
Absolute pressure
Mean pressure
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
Adhesion
Cohesion
Surface tension
Viscosity