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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The difference of pressure between the inside and outside of a liquid drop is

(b)p = T/r
(d)p = 2T/r
(a)p = Txr
p = T/2r

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Hydraulics & Fluid Mechanics
The region between the separation streamline and the boundary surface of the solid body is known as

boundary layer
drag
lift
wake

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

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

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

H3’2
H5/2
H1/2
H5’4 where H is head.

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Hydraulics & Fluid Mechanics
The discharge of a liquid of kinematic viscosity 4 cm²/sec through a 8 cm dia-meter pipe is 3200n cm7sec. The type of flow expected is

NOT PREDICTABLE FROM THE GIVEN DATA
TURBULENT FLOW
TRANSITION FLOW
LAMINAR FLOW

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Hydraulics & Fluid Mechanics
A perfect gas

None of these
is incompressible
is of theoretical interest
has constant viscosity

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