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Waste Water Engineering

Waste Water Engineering
The design period in years for pumping plants, is

1
2 to 3
5 to 10
3 to 5

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

8 hours
6 hours
4 hours
2 hours

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Waste Water Engineering
Imhoff cone is used to determine

Suspended solids
Settleable solids
Dissolved solids
None of these

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Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
Greasy and oily matters
All of these
Silting

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Every change in the size of sewers
Distances 150 m to 300 m
Upper ends of branch sewers
All listed here

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Waste Water Engineering
Dry weather flow is:

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

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