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Waste Water Engineering

Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.05
0.1
0.25
0.5

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

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

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Waste Water Engineering
In sewers the gas generally found, is

Hydrogen sulphide (H2S)
All listed here
Carbon dioxide (CO2)
Methane (CH4)

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

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

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.30 m/sec
0.45 m/sec
0.40 m/sec
0.35 m/sec

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Both A and B
Near the inner surface of the pipe
With elliptical cage
Near the outer surface of the pipe

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