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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
When a piping system is made up primarily of friction head and very little of vertical lift, then pump characteristics should be

Nearly horizontal
Steep
First rise and then fall
Horizontal

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Hydraulics and Fluid Mechanics in ME
If the coefficient of discharge is 0.6, then the discharge over a right angled notch is

1.417 H5/2
4.171 H5/2
0.417 H5/2
7.141 H5/2

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Hydraulics and Fluid Mechanics in ME
The total energy line lies over the hydraulic gradient line by an amount equal to the

Pressure head + velocity head
Velocity head
Pressure head - velocity head
Pressure head

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Hydraulics and Fluid Mechanics in ME
At the center line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be

Could be any value
Maximum
Zero
Minimum

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Hydraulics and Fluid Mechanics in ME
The stability of a dam is checked for

Tension at the base
All of these
Sliding of the wall or dam
Overturning of the wall or dam

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Hydraulics and Fluid Mechanics in ME
The discharge through a channel of rectangular section will be maximum, if

Its breadth is thrice the depth
Its breadth is twice the depth
Its depth is twice the breadth
Its depth is thrice the breadth

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