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Waste Water Engineering

Waste Water Engineering
The pH value of fresh sewage is usually

Less than 7
Equal to zero
Equal to 7
More than 7

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D2/3 = 4 b2/3
D3/8 = 4 b3/8
D3/2 = 4 b3/2
D8/3 = 4 b8/3

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Waste Water Engineering
The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

d² (0.011d + 0.785H)/Q
d (0.285d + 0.011H)/Q
d (0.022d + 0.085H)/Q
d (0.785d + 0.011H)/Q

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized receipt
Mechanized pulverising of refuse
Mechanized segregation
All of these

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
All listed here
Girt and sand are removed by girt chambers
Oil and grease are removed from skimming tanks

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Distances 150 m to 300 m
Every change in the size of sewers
Upper ends of branch sewers
All listed here

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