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Waste Water Engineering

Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

160 cm
140 cm
120 cm
100 cm

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/3
D/1
D/2

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.625 D
1.350 D
1.250 D
1.425 D

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

Main sewers
Trunk sewers
All listed here
Branch sewers

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

All listed here
Large scale infiltration of storm water
Low estimates of the average and maximum flows
Unexpected increase in population

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Waste Water Engineering
The pH value of fresh sewage is usually

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

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