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Waste Water Engineering

Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.45 m
2.40 m
2.50 m

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 10
1 in 5
1 in 15
1 in 20

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Circular
Parabolic
Rectangular
New egged

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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
2 hours
4 hours
6 hours

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

16 m
24 m
30 m
20 m

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Waste Water Engineering
Are available in size Stoneware sewers

10 cm
All of these
20 cm
15 cm

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