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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

1.425 D
1.350 D
1.250 D
1.625 D

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Waste Water Engineering
Clogging of sewers, is caused due to

All of these
Low discharge
Silting
Greasy and oily matters

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is trebled
Is not enough
Is doubled
Is only provided

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Waste Water Engineering
Setting out the alignments of sewers may start from

Any point
City
Tail end
Out-fall

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is scoured
Neither silting nor scouring occurs at the bottom
Both silting and scouring occur at the bottom
The bottom is silted

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

Slightly more than 5% of the design discharge
Slightly less than 5% of the design discharge
None of these
20% of the design discharge

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