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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
Normal depth in open channel flow is the depth of flow corresponding to

laminar flow
unsteady flow
uniform flow
Steady flow

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Hydraulics & Fluid Mechanics
Two pipe systems are said to be equivalent when

length of pipe and discharge are same in two systems
friction factor and length are same in two systems
length and diameter are same in two systems
head loss and discharge are same in two systems

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Hydraulics & Fluid Mechanics
The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at the centriod, if

All of these
the area is vertical
the area is inclined
the area is horizontal

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Hydraulics & Fluid Mechanics
The line of action of the buoyant force acts through the

centroid of the volume of fluid vertically above the body
center of gravity of any submerged body
center of the volume of floating body
centriod of the displaced volume of fluid

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Hydraulics & Fluid Mechanics
For measuring flow by a venturimeter, if should be installed in

vertical line
in any direction and in any location.
horizontal line
inclined line with upward flow

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Hydraulics & Fluid Mechanics
The continuity equation pi V,A,= p2V2A2 is based on the following assumption regarding flow of fluid (where pi and p2 are mass densities.)

frictionless flow
incompressible flow
uniform flow
steady flow

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