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Waste Water Engineering

Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.350 D
1.625 D
1.250 D
1.425 D

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Waste Water Engineering
With self cleansing velocity in sewers

Scouring occurs at bottom
Neither silting nor scouring occurs at bottom
Silting occurs at bottom
Both silting and scouring occur at bottom

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2
3
2.5
1.5

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

A particle to travel from top surface to bottom sludge zone
None of these
A particle to travel along its length
The flow of sewage to fill the tank

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Waste Water Engineering
The screens are fixed

Perpendicular to the direction of flow
At an angle 30° to 60° to the direction of flow
Parallel to the direction of flow
None of these

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter
All listed here

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