Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
C. Ogee weir
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Low pressure
Moderate pressure
High pressure
Atmospheric pressure
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
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
Same
Higher
Lower
Lower/higher depending on weight of body
Meta center
Center of pressure
Center of buoyancy
Center of gravity
Cohesion
Adhesion
Viscosity
Surface tension
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
Centre of pressure
Centre of buoyancy
Metacentre
None of these
1 %
1.5 %
2 %
2.5 %
Orifice plate
Venturimeter
Rotameter
Pitot tube
Specific weight
Mass density
Specific gravity
None of these
10 m/sec
25 m/sec
2 m/sec
50 m/sec
0° C
0° K
4° C
100° C
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
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
Venturimeter
Orifice meter
Pitot tube
All of these
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
Centre of pressure
Centre of gravity
Centre of buoyancy
Metacentre
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
Reynold's number
Froude's number
Weber's number
Euler's number
Steady flow
Turbulent flow
Laminar flow
Non-uniform flow
Tensile stress
Compressive stress
Shear stress
Bending stress