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Waste Water Engineering

Waste Water Engineering
For house drainage minimum gradient is

1 in 400
1 in 80
1 in 10
1 in 60

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Waste Water Engineering
The drop man holes are generally provided in sewers for

Industrial areas
Cities in plains
Hilly town ships
Large town ships

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Lined with stones
With beds of rocks and gravels
Both A. and B.

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Less than 0.01 mm
Less than 0.1 mm
Greater than 0.1 mm
Less than 0.05 mm

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

4
3
1.5
2

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

3 hours
4 hours
2 hours
5 hours

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