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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 120
1 in 60
1 in 100
None of these

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

40 mm
30 mm
50 mm
20 mm

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Waste Water Engineering
R.M.O. expenses include

Operation expenses
All of these
Running expenses
Maintenance expenses

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Waste Water Engineering
In case of Imhoff tanks,

Detention period is 2 hours
The velocity of flow is restricted to 0.30 m/minute
The shape is rectangular
All of these

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

10 cm
25 cm
15 cm
12.5 cm

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Average demand
Thrice the average demand
Twice the average demand
Four times the average demand

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