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Waste Water Engineering

Waste Water Engineering
Depletion of ozone layer in the outer atmosphere may cause

Bronchitis
Heart disorder
Lung cancer
Skin cancer

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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

William-Hazen
Kutter
Crimp and Bruges
Bazin

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Waste Water Engineering
The gradient of sewers depends upon

Discharge
All listed here
Velocity of flow
Diameter of the sewer

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

20 mm
40 mm
50 mm
30 mm

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

New egged
Parabolic
Circular
Rectangular

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Waste Water Engineering
In detritus tanks,

Detention period is kept 3 to 4 minutes
Organic and inorganic materials are separated
Flow velocity is kept 0.09 m/sec
All listed here

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