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Waste Water Engineering

Waste Water Engineering
Discrete or granular particles change their

Weight
Size
None of these
Shape

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Waste Water Engineering
A circular sewer section is preferred to because

It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter
All listed here
It is cheaper in construction

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Sand and girt
Large suspended organic solids
Floating materials
Oil and grease

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Waste Water Engineering
Sewer manholes are generally provided at

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

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Waste Water Engineering
The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is

100 cm
120 cm
110 cm
150 cm

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.250 D
1.350 D
1.425 D
1.625 D

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