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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The value of friction factor ‘f’ for smooth pipes for Reynolds number 106 is approximately equal to

0.1
0.001
0.01
0.0001

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Hydraulics and Fluid Mechanics in ME
The flow in which each liquid particle has a definite path and their paths do not cross each other is called

turbulent flow
streamline flow
uniform flow
one dimensional flow

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Hydraulics and Fluid Mechanics in ME
A large Reynold number is indication of

Laminar flow
Smooth and streamline flow
Highly turbulent flow
Steady flow

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Hydraulics and Fluid Mechanics in ME
The upper surface of a weir over which water flows is known is

weir top
sill
crest
nappe

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Hydraulics and Fluid Mechanics in ME
If V1 and V2 are the velocities of water at inlet and outlet of the draft tube respectively, then the efficiency of a draft tube is

(V­1 - V2) / V1
(V­1² - V2²) / V1²
V1² / (V1² - V2²)
V1 / (V1 - V2)

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Hydraulics and Fluid Mechanics in ME
When the flow parameters at any given instant remain same at every point, then flow is said to be

steady state
uniform
laminar
quasi static

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