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Waste Water Engineering

Waste Water Engineering
Design period of 40 to 50 years is adopted for

All listed here
Branch sewers
Trunk sewers
Main sewers

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Waste Water Engineering
The asbestos cement sewers are

All of these
Not structurally strong to bear large compressive stress
Susceptible to corrosion by sulphuric acid
Light in weight

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Waste Water Engineering
The flow velocity in detritus tanks is

1.25 m/sec
None of these
0.05 m/sec
0.09 m/sec

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Concreting
Both A and B
Neither A nor B
Raising low lying areas by dumping

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2
3
2.5
1.5

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 10
1 in 5
1 in 15
1 in 20

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