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Waste Water Engineering

Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.6
0.45
0.5
0.55

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Egg shaped
Circular shaped
Horse shoe shaped
Parabolic shaped

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43833
43832
43834
43894

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Waste Water Engineering
The gas which may cause explosion in sewers, is

Carbon monoxide
Methane
Carbondioxide
Ammonia

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Waste Water Engineering
‘Cowl’ is provided at

Lower end of ventilating column
Upper end of the manhole
Upper end of ventilating column
First step in manhole

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Chlorinated coppers
Ferric chloride
Ferric sulphate
Alum

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