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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The pressure in Pascals at a depth of 1 m below the free surface of a body of water will be equal to

1 PA
91 PA
981 PA
9810 PA

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

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

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Hydraulics & Fluid Mechanics
Which of the following is demensionless

specific gravity
specific volume
specific weight
specific speed

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Hydraulics & Fluid Mechanics
Flow at constant rate through a tapering pipe is i) steady flow ii) uniform flow iii) unsteady flow iv) non-uniform flow The correct answer is

(i)and(iv)
(ii) and (iv)
(i) and (ii)
(ii) and (iii)

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Hydraulics & Fluid Mechanics
Separation of flow occurs when

All of these
the boundary layer comes to rest
the pressure intensity reaches a minimum
the cross-section of a channel is reduced

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Hydraulics & Fluid Mechanics
A large Roynold number is indication of

turbulent flow
LAMINAR FLOW
smooth and streamline flow
highly turbulent flow.

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