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Waste Water Engineering

Waste Water Engineering
The drop man holes are generally provided in sewers for

Large town ships
Hilly town ships
Cities in plains
Industrial areas

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5

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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

90 cm
50 cm
100 cm
80 cm

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Waste Water Engineering
Self-cleansing velocity is

Velocity of water at flushing
Velocity of water in a pressure filter
Velocity at which no accumulation remains in the drains
Velocity at dry weather flow

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

8 to 10 mm
3 to 5 mm
5 to 8 mm
2 to 3 mm

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

12.5 cm
10 cm
15 cm
25 cm

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