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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The most economical section of a rectangular channel is one which has hydraulic mean depth or hydraulic radius equal to

Twice the depth
Twice the breadth
Half the depth
Half the breadth

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Hydraulics and Fluid Mechanics in ME
When the water level on the downstream side of a weir is above the top surface of a weir, the weir is known as

Narrow-crested weir
Submerged weir
Broad-crested weir
Ogee weir

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Hydraulics and Fluid Mechanics in ME
A fluid having no viscosity is known as

Non-Newtonian fluid
Ideal fluid
Newtonian fluid
Real fluid

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Hydraulics and Fluid Mechanics in ME
The loss of head due to viscosity for laminar flow in pipes is (where d = Diameter of pipe, l = Length of pipe, v = Velocity of the liquid in the pipe, μ = Viscosity of the liquid, and w = Specific weight of the flowing liquid)

16μvl/wd²
32μvl/wd²
8μvl/wd²
4μvl/wd²

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Hydraulics and Fluid Mechanics in ME
The stress-strain relation of the Newtonian fluid is

Inverse type
Hyperbolic
Linear
Parabolic

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Hydraulics and Fluid Mechanics in ME
An impulse turbine is used for

Medium head of water
High discharge
High head of water
Low head of water

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