Negligible
Same as buoyant force
Zero
None of the above
C. Zero
2.89 kN
8.29 kN
9.28 kN
28.9 kN
Internal
External
Both A and B
None of these
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
0.34 times
0.67 times
0.81 times
0.95 times
Circular
Square
Rectangular
Trapezoidal
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
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
The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
Equal to
Less than
More than
None of these
25 kN/ m²
245 kN/ m²
2500 kN/m²
2.5 kN/ m²
Elastic
Surface tension
Viscous
Inertia
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
Adhesion
Cohesion
Surface tension
Viscosity
Remains same
Decreases
Increases
None of these
Notch
Weir
Mouthpiece
Nozzle
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
One dimensional flow
Streamline flow
Steady flow
Turbulent flow
Pressure in gases
Liquid discharge
Pressure in liquids
Gas velocities
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
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
3.53 kN
33.3 kN
35.3 kN
None of these
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
Buoyancy, gravity
Buoyancy, pressure
Buoyancy, inertial
Inertial, gravity
Sum
Different
Product
Ratio
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
Steady
Unsteady
Both A and B
None of these
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