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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
All of these
Carbonaceous demand
Initial demand

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Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/(B × D)
Q/(L × D)
Q/L
Q/(B × L)

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Waste Water Engineering
Lead caulked joints are used for laying

G.I. pipes
I. pipes
Earthenware pipes
Stone ware pipes

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 418 (Gs – Gw)d² [(3T + 70)/100]
Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 218 (Gs – Gw)d² [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]

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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

110 cm
120 cm
150 cm
100 cm

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

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

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