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Waste Water Engineering

Waste Water Engineering
The rate of accumulation of sludge per person per year, is

15 litres
10 litres
25 litres
20 litres

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Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

150 m to 300 m
100 m to 150 m
25 to 50 m
50 m to 100 m

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

160 cm
120 cm
140 cm
100 cm

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Glazed bricks sewers
Cement concrete sewers
Stone ware sewers
Cast iron sewers

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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
For design of sewers, percentage of sewage discharge is assumed

70 to 75%
75 to 80%
0.85
65 to 70%

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