Adhesion
Cohesion
Viscosity
Compressibility
A. Adhesion
Principle of conservation of mass holds
Velocity and pressure are inversely proportional
Total energy is constant throughout
The energy is constant along a streamline but may vary across streamlines
Adhesion
Cohesion
Viscosity
Compressibility
1/RN
4/RN
16/RN
64/RN
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
Surface tension
Compressibility
Capillarity
Viscosity
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
Orifice
Notch
Weir
Dam
0.34 times
0.67 times
0.81 times
0.95 times
1
1.2
0.8
0.75
Increases
Decreases
Remain unaffected
Unpredictable
Inertia force
Viscous force
Gravity force
Pressure force
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
Neutral equilibrium
Stable equilibrium
Unstable equilibrium
None of these
Supersonics, as with projectile and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect as with ship's hulls
All of the above
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Pressure
Discharge
Velocity
Volume
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
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
Sill or crest
Nappe or vein
Orifice
None of these
Surface tension force
Viscous force
Gravity force
Elastic force
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
500 kg
1000 kg
1500 kg
2000 kg
Resultant force acting on a floating body
Equal to the volume of liquid displaced
Force necessary to keep a body in equilibrium
The resultant force on a body due to the fluid surrounding it
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
Steady
Unsteady
Both A and B
None of these
Local atmospheric pressure depends upon elevation of locality only
Standard atmospheric pressure is the mean local atmospheric pressure a* sea level
Local atmospheric pressure is always below standard atmospheric pressure
A barometer reads the difference between local and standard atmospheric pressure
Sum
Difference
Arithmetic mean
Geometric mean