Low pressure
Moderate pressure
High pressure
Atmospheric pressure
C. High pressure
Absolute pressure
Velocity of fluid
Flow
Rotation
Surface tension
Adhesion
Cohesion
Viscosity
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference
Reynold's number
Froude's number
Mach number
Euler's number
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
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
Open channel/pipe flow
Compressibility of fluids
Conservation of mass
Steady/unsteady flow
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Surface tension
Viscosity
Friction
Cohesion
Mach number
Froude number
Reynolds number
Weber's number
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
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
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Venturimeter
Orifice plate
Pitot tube
Rotameter
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
2.4 m
3.0 m
4.0 m
5.0 m
Less than
More than
Equal to
None of these
Pressure
Flow
Velocity
Discharge
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
1000 kg
4000 kg
2000 kg
8000 kg
Streamline flow
Turbulent flow
Steady flow
Unsteady flow
Remains same
Decreases
Increases
None of these
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
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
Coincides with its centre of gravity
Lies above its centre of gravity
Lies below its centre of gravity
Lies between the centre of buoyancy and centre of gravity
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
50 %
56.7 %
66.67 %
76.66 %
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Linearly
First slowly and then steeply
First steeply and then gradually
Unpredictable
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
Cohesion
Adhesion
Viscosity
Surface tension