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Waste Water Engineering

Waste Water Engineering
Sewer manholes are generally provided at

All of these
The junctions of sewers
The change of gradient
The change of direction

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
5000
10000
1000

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

4.5 to 5.5 m/sec
3.5 to 4.5 m/sec
2.5 to 3.0 m/sec
3.0 to 4.0 m/sec

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

None of these
Anaerobic bacteria
Both types of bacterias
Aerobic bacteria

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

50 m
300 m
200 m
100 m

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Sewer line runs along a main road
Invert level of a branch sewer is more than 60 cm that of the main sewer
Two sewer lines intersect

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