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Waste Water Engineering

Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

7.5 kg to 10 kg
0.5 to 1.0 kg
1 kg to 2.0 kg
5 kg to 7.5 kg

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Kutter
Manning
Chezy
Bazin

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Circular
New egged
Rectangular
Parabolic

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Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Hydraulically
Mechanically
Electrically
Manually

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Stone ware sewers
Cast iron sewers
Cement concrete sewers
Glazed bricks sewers

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Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

All listed here
Water test
Straightness test
Smoke test

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