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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
Initial demand
All of these
First stage demand

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Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.1
0.05
0.25
0.5

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Siphon spill way
Leaping weir
None of these
Overflow weir

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

Rectangular
Circular
Egg shaped
Horse shoe shaped

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

100 cm
120 cm
160 cm
140 cm

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Waste Water Engineering
The water carried sewerage system removes

Storm sewage
All listed here
Domestic sewage
Industrial sewage

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