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Waste Water Engineering

Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1095 mm
1065 mm
1045 mm
1075 mm

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Waste Water Engineering
In detritus tanks,

Organic and inorganic materials are separated
Detention period is kept 3 to 4 minutes
All listed here
Flow velocity is kept 0.09 m/sec

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Waste Water Engineering
The sewerage system consists of

Lateral sewer
Branch sewer
House sewer
All of these

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Waste Water Engineering
The following is the physical characteristic of sewage

Colour
Turbidity
All listed here
Odour

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is trebled
Is only provided
Is doubled
Is not enough

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

2000 litres/km/cm
1000 litres/km/cm
500 litres/km/cm
1500 litres/km/cm

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