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Waste Water Engineering

Waste Water Engineering
The laying of sewers is done with

Clinometer
Theodolite
Level
Magnetic compass

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 50 cm
Should be kept 20 cm above the adjacent portion
Need not be sunk
Should be sunk by 20 cm

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Waste Water Engineering
The normal values of over flow rates for sedimentation tanks using coagulant, ranges between

50,000 to 60,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day

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

Main sewers
All listed here
Branch sewers
Trunk sewers

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Waste Water Engineering
In sewers the velocity of flow should not be

More than 20 m/sec
Less than 10 m/sec
Less than the self-cleansing velocity
More than the self-cleansing velocity

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Waste Water Engineering
Which one of the following tests is used for testing sewer pipes?

Mirror test
All of these
Water test
Ball test

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