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Waste Water Engineering

Waste Water Engineering
An inverted siphon is designed generally for

Four pipes
Two pipes
Three pipes
One pipe

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

0.5 metre/sec
1 metre/sec
0.25 metre/sec
2 metres/sec

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Waste Water Engineering
The minimum diameter of sewer to be adopted is

12.5 cm
25 cm
10 cm
15 cm

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

Large town ships
Industrial areas
Cities in plains
Hilly town ships

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Waste Water Engineering
Self-cleansing velocity is

Velocity at which no accumulation remains in the drains
Velocity of water in a pressure filter
Velocity of water at flushing
Velocity at dry weather flow

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Waste Water Engineering
The small sewers are cleaned by

None of these
Cane rodding
Wooden pills
Flushing

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MORE MCQ ON Waste Water Engineering

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