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Waste Water Engineering

Waste Water Engineering
Dried sewage after treatment is used as

Building material
Fertilizer
Chemical for lowering B.O.D.
Base material for paints

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

Crimp and Bruges
Bazin
William-Hazen
Kutter

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is scoured
Both silting and scouring occur at the bottom
The bottom is silted
Neither silting nor scouring occurs at the bottom

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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

50 cm
90 cm
80 cm
100 cm

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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’ = 0.84 D
D’ = 0.74 D
D’ = 0.94 D

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Shredder
Neither A nor B
Both A and B
Comminutor

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