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Waste Water Engineering

Waste Water Engineering
Sewer manholes are generally provided at

The junctions of sewers
The change of gradient
The change of direction
All of these

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Waste Water Engineering
Aerobic bacterias

Consume organic matter as their food
Flourish in the presence of free oxygen
All of these
Oxidise organic matter in sewage

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

30 litres/person/year
25 litres/person/year
30 litres/person/month
25 litres/person/month

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Waste Water Engineering
The sludge does not contain waste water from

Wash basins
Bath rooms
Toilets
Kitchen sinks

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

Parabolic
Circular
Rectangular
New egged

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Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

All listed here
Frubling
Lloyd Davis
Kinchling

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