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Waste Water Engineering

Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.6
0.55
0.5
0.45

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

4.5 to 5.5 m/sec
3.0 to 4.0 m/sec
2.5 to 3.0 m/sec
3.5 to 4.5 m/sec

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Waste Water Engineering
For a continuous flow type of sedimentation tanks

Length of the tank is normally kept 4 to 5 times the width
Width of the tank is normally kept about 6 m
All listed here
Maximum horizontal flow velocity is limited to 0.3 m/minute

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

Nitrates
Free ammonia
Nitrites
Aluminoid nitrogen

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

Nitrogen and organic nitrogen
Ammonia and nitrogen
All listed here
Organic nitrogen and ammonia

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Waste Water Engineering
The following is the physical characteristic of sewage

Turbidity
Colour
Odour
All listed here

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