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Waste Water Engineering

Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow velocity
Surface loading
Over flow rate

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

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

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Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Oxidation
All listed here
Screening
Sedimentation

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Circular
Horse shoe shaped
Rectangular

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Waste Water Engineering
Clogging of sewers, is caused due to

Greasy and oily matters
All of these
Low discharge
Silting

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Waste Water Engineering
For the COD test of sewage, organic matter is oxidised by K₂Cr₂O₇ in the presence of

HCl
None of these
HNO₃
H₂SO₄

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