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Waste Water Engineering

Waste Water Engineering
The minimum diameter of a sewer is kept

25 cm
15 cm
20 cm
10 cm

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
All listed here
It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter

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Waste Water Engineering
In sewers the velocity of flow should not be

More than 20 m/sec
Less than 10 m/sec
Less than the self-cleansing velocity
More than the self-cleansing velocity

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

Lead sewer
Cast iron sewer
R.C. sewer
Brick sewer

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2
2.5
3

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

50 mm
30 mm
40 mm
20 mm

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MORE MCQ ON Waste Water Engineering

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