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Waste Water Engineering

Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sewage
None of these
Liquid waste
Sullage

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Waste Water Engineering
The sewerage system consists of

All of these
Lateral sewer
Branch sewer
House sewer

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Waste Water Engineering
Setting out the alignments of sewers may start from

Tail end
Out-fall
Any point
City

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

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

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5

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Waste Water Engineering
In detritus tanks,

All listed here
Detention period is kept 3 to 4 minutes
Organic and inorganic materials are separated
Flow velocity is kept 0.09 m/sec

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