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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
Stream lines and path lines always coincide in case of

laminar flow
uniform flow
turbulent flow
steady flow

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Hydraulics and Fluid Mechanics in ME
The major loss of energy in long pipes is due to

sudden enlargement
gradual contraction or enlargement
sudden contraction
friction

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Hydraulics and Fluid Mechanics in ME
A tank of uniform cross-sectional area (A) containing liquid upto height (H1) has an orifice of cross-sectional area (a) at its bottom. The time required to empty the tank completely will be

(2AH₁²)/(Cd × a√2g)
(2A√H₁)/(Cd × a√2g)
(2AH₁)/(Cd × a√2g)
(2AH₁3/2)/(Cd × a√2g)

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Hydraulics and Fluid Mechanics in ME
For a body floating in a liquid the normal pressure exerted by the liquid acts at

metacentre
e.g. of the body
bottom surface of the body
all points on the surface of the body

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Hydraulics and Fluid Mechanics in ME
A turbine develops 10000 kW under a head of 25 meters at 135 r.p.m. Its specific speed is

275.4 r.p.m
241.5 r.p.m.
215.5 r.p.m.
175.4 r.p.m.

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Hydraulics and Fluid Mechanics in ME
If the depth of water in an open channel is less than the critical depth, the flow is called

Torrential flow
Turbulent flow
Critical flow
Tranquil flow

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MORE MCQ ON Hydraulics and Fluid Mechanics in ME

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