Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel
Pressure difference between two points in a pipe
B. Discharge of liquid
Tensile stress
Compressive stress
Shear stress
Bending stress
1000 N/m3
10000 N/m3
9.81 × 103 N/m3
9.81 × 10⁶ N/m3
1 Pa
91 Pa
981 Pa
9810 Pa
0.34 times
0.67 times
0.81 times
0.95 times
Same as
Lower than
Higher than
None of these
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
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
Cohesion
Adhesion
Viscosity
Surface tension
50 %
56.7 %
66.67 %
76.66 %
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
Equal to
Less than
More than
None of these
At
Above
Below
None of these
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Venturimeter
Orifice meter
Pitot tube
All of these
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
Q = Cd × a × 2gh
Q = (2/3). Cd × a × h
Q = (Cd × a)/√(2gh)
Q = (3Cd × a)/√(2h)
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
Mass
Momentum
Energy
Work
Surface tension force
Viscous force
Gravity force
Elastic force
0.5
0.4
0.515
0.5
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
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
Sinθ
1/Sinθ
Cosθ
1/Cosθ
Absolute pressure
Velocity of fluid
Flow
Rotation
Sill or crest
Nappe or vein
Orifice
None of these
Streamline flow
Turbulent flow
Steady flow
Unsteady flow
Same
Higher
Lower
Lower/higher depending on weight of body
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation