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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

2
3
4
1.5

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Initial demand
All of these
First stage demand
Carbonaceous demand

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

Out-fall
City
Any point
Tail end

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Waste Water Engineering
House connections to the laterals is generally made by

P.C.C.
Cast iron
R.C.C.
Glazed stonewares

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Waste Water Engineering
The algae dies out in the zone of

Degradation
Cleaner water
Active decomposition
Recovery

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Waste Water Engineering
The small sewers are cleaned by

Wooden pills
Flushing
Cane rodding
None of these

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