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Waste Water Engineering

Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

10
5
0.25
2

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 200 to 300
Between 150 to 200
Less than 150
More than 500

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.64 D
D’ = 0.94 D
D’ = 0.84 D
D’ = 0.74 D

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Waste Water Engineering
The arrangement made for passing the sewer line below an obstruction below the hydraulic gradient lines called

all of these
Inverted syphon
Sag pipe
Depressed sewer

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Waste Water Engineering
The normal values of over flow rates for secondary sedimentation tanks, ranges between

25,000 to 35,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day
80,000 to 10,000 litres/sqm/day

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

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

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