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Waste Water Engineering

Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

313.5 cm/sec
500 cm/sec
413.5 cm/sec
213.5 cm/sec

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

Surface loading
Over flow velocity
All of these
Over flow rate

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Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.59 m
1.49 m
1.39 m
1.69 m

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Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

10
20
5
15

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Waste Water Engineering
An inverted siphon is designed generally for

Four pipes
One pipe
Two pipes
Three pipes

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

2
0.25
5
10

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