Remains constant
Increases
Decreases
Depends upon mass of liquid
C. Decreases
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Cc × Cv
Cc × Cr
Cv × Cr
Cc/Cr
Newton-sec/m
Newton-m/sec
Newton/m
Newton
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
Lesser
Greater
Same
None of these
Concave
Convex
Plane
None of these
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
flv²/2gd
flv²/gd
3flv²/2gd
4flv²/2gd
Less than 2000
Between 2000 and 2800
More than 2800
None of these
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above
Rectangular
Triangular
Trapezoidal
Circular
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
At the Centroid
Above the Centroid
Below the Centroid
At metacentre
Streamline flow
Turbulent flow
Steady flow
Unsteady flow
1000 kg
4000 kg
2000 kg
8000 kg
4.1 s
5.2 s
10.4 s
14.1 s
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units
Steady flow
Uniform flow
Streamline flow
Turbulent flow
Actual velocity of jet at vena-contracta to the theoretical velocity
Area of jet at vena-contracta to the area of orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Actual discharge through an orifice to the theoretical discharge
Volumetric strain
Volumetric index
Compressibility
Adhesion
Actual velocity of jet at vena contracta to the theoretical velocity
Loss of head in the orifice to the head of water available at the exit of the orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Area of jet at vena-contracta to the area of orifice
Same
Higher
Lower
Lower/higher depending on weight of body
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
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Higher
Lower
Same as
None of these
(H - hf )/H
H/(H - hf )
(H + hf )/H
H/(H + hf )
Surface tension force
Viscous force
Gravity force
Elastic force
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative