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Waste Water Engineering

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

New egged
Circular
Rectangular
Parabolic

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

100 mg/l
300 mg/l
400 mg/l
200 mg/l

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

50 cm
90 cm
80 cm
100 cm

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Kutter’s formula
Chezy’s formula
Bazin’s formula
Manning’s formula

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

5 hours
3 hours
2 hours
4 hours

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

Sedimentation
All listed here
Oxidation
Screening

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