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Hydraulics & Fluid Mechanics

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

unsteady flow
laminar flow
Steady flow
uniform 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.)

uniform flow
frictionless flow
steady flow
incompressible flow

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Hydraulics & Fluid Mechanics
When a liquid rotates at a constant angular velocity about a vertical axis as a rigid body, the pressure intensity varies

inversely as the radial distance
inversely as the square of the radial distance
as the square of the radial distance
linearly with radial distance

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Hydraulics & Fluid Mechanics
For a floating body to be in stable equilibrium, its metacentre should be

above the center of gravity.
below the center of buoyancy
between e.g. and center of pressure
above the center of buoyancy

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Hydraulics & Fluid Mechanics
THEE HORIZONTAL COMPONENT OF BUOYANT FORCE IS

NEGLIGIBLE
ZERO
None of these
SAME AS BUOYANT FORCE

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Hydraulics & Fluid Mechanics
The discharge through a V- notch varies as

H5’4 where H is head.
H5/2
H1/2
H3’2

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