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Waste Water Engineering

Waste Water Engineering
Design period of 40 to 50 years is adopted for

Main sewers
All listed here
Trunk sewers
Branch sewers

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

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

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 20
1 in 5
1 in 15
1 in 10

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Waste Water Engineering
The asbestos cement pipes are generally laid

At an angle of 60°
Horizontally
Vertically
At an angle of 30°

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

0.85
65 to 70%
70 to 75%
75 to 80%

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Two sewer lines intersect
Sewer line runs along a main road
Invert level of a branch sewer is more than 60 cm that of the main sewer

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