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Waste Water Engineering

Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

20
5
10
15

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Waste Water Engineering
Dry weather flow is:

Average monthly rate of flow
Water supply allowance per capita
Average daily rate of flow
Average annual rate of flow

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

5 years
3 years
4 years
3.5 years

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Waste Water Engineering
The sewerage system originates from

Main sewers
Lateral sewers
House sewers
Branch sewers

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Waste Water Engineering
In sewers the effect of scouring is more on

Bottom side
All sides
Top side
Horizontal side

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Anaerobic bacteria
Aerobic bacteria
None of these
Both types of bacterias

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