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Waste Water Engineering

Waste Water Engineering
The formula V = (1/n) r2/3

Chezy’s formula
Bazin’s formula
Kutter’s formula
Manning’s formula

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

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

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Waste Water Engineering
The gradient of sewers depends upon

Diameter of the sewer
All listed here
Velocity of flow
Discharge

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Waste Water Engineering
The asbestos cement sewers are

Not structurally strong to bear large compressive stress
All of these
Susceptible to corrosion by sulphuric acid
Light in weight

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Waste Water Engineering
The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

d² (0.011d + 0.785H)/Q
d (0.285d + 0.011H)/Q
d (0.785d + 0.011H)/Q
d (0.022d + 0.085H)/Q

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Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

1.76 m
1.36 m
0.68 m
0.88 m

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