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Waste Water Engineering

Waste Water Engineering
For house drainage minimum gradient is

1 in 80
1 in 60
1 in 400
1 in 10

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Waste Water Engineering
In detritus tanks,

Detention period is kept 3 to 4 minutes
All listed here
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Lateral sewer
Sewer outfall
Branch sewer
House sewer

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Waste Water Engineering
During preliminary treatment of a sewage

All listed here
Oil and grease are removed from skimming tanks
Floating materials are removed by screening
Girt and sand are removed by girt chambers

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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/L
Q/(L × D)
Q/(B × L)
Q/(B × D)

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Waste Water Engineering
For sewers, inverted siphon is provided for

Four pipes
Three pipes
One pipe
Two pipes

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