Coincides with
Lies below
Lies above
None of these
B. Lies below
Wake
Drag
Lift
Boundary layer
Surface tension
Viscosity
Friction
Cohesion
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
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
Bourdon tube
Pirani Gauge
Micro-manometer
Lonisation gauge
Incompressible
Compressible
Viscous
None of these
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Linear
Parabolic
Hyperbolic
Inverse type
The fluid is non - viscous, homogeneous and incompressible
The velocity of flow is uniform over the section
The flow is continuous, steady and along the stream line
All of the above
Moving
Viscous
Viscous and static
Viscous and moving
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
Venturimeter
Orifice plate
Pitot tube
Rotameter
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
5 mm
10 mm
20 mm
30 mm
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
Pressure becomes more than critical pressure
Flow is increased
Pressure is increased
Absolute pressure
Velocity of fluid
Flow
Rotation
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
Steady flow
Unsteady flow
Laminar flow
Turbulent flow
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Equal to
Less than
More than
None 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
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Higher
Lower
Same
None of these
0.46
0.64
0.78
0.87
2.4 m above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient
5.0 above the hydraulic gradient