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Waste Water Engineering

Waste Water Engineering
In sewage having fully oxidised organic matter, the nitrogen exists in the form of

Free ammonia
Nitrites
Nitrates
Aluminoid nitrogen

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Three fourth full
Two third full
Full depth
Half full

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Aerobic bacteria
None of these
Both types of bacterias
Anaerobic bacteria

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

A particle to travel from top surface to bottom sludge zone
A particle to travel along its length
None of these
The flow of sewage to fill the tank

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Waste Water Engineering
For detecting the nitrates in sewage, the colour may be developed by adding

Potassium permanganate
None of these
Phenol-di -sulphuric acid and potassium hydroxide
Sulphuric acid and napthamine

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Upper ends of branch sewers
Every change in the size of sewers
Distances 150 m to 300 m
All listed here

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