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Waste Water Engineering

Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D3/2 = 4 b3/2
D2/3 = 4 b2/3
D8/3 = 4 b8/3
D3/8 = 4 b3/8

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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
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Rectangular
Circular
Horse shoe shaped

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Waste Water Engineering
Are available in size Stoneware sewers

All of these
15 cm
10 cm
20 cm

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Waste Water Engineering
The presence of free ammonia in sewage, is detected by

Boiling
Phenol-di-sulphuric acid
Adding sulphuric acid
Adding potassium permanganate

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Waste Water Engineering
Discrete or granular particles change their

Size
None of these
Weight
Shape

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