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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

50 cm
100 cm
90 cm
80 cm

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Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

150 m to 300 m
100 m to 150 m
25 to 50 m
50 m to 100 m

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Waste Water Engineering
In detritus tanks,

All listed here
Detention period is kept 3 to 4 minutes
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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Waste Water Engineering
Setting out the alignments of sewers may start from

Any point
Out-fall
City
Tail end

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow rate
Over flow velocity
Surface loading

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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

2
2.5
1.5
3

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