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Waste Water Engineering

Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43833
43894
43832
43834

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

Low estimates of the average and maximum flows
Unexpected increase in population
Large scale infiltration of storm water
All listed here

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Waste Water Engineering
The asbestos cement sewers are

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

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Waste Water Engineering
The effluent of a septic tank is

None of these
Fit for discharge into any open drain
Foul and contains dissolved and suspended solids
As good as that from a complete treatment

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Waste Water Engineering
Discrete or granular particles change their

Weight
Size
Shape
None of these

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Waste Water Engineering
The arrangement made for passing the sewer line below an obstruction below the hydraulic gradient lines called

all of these
Inverted syphon
Sag pipe
Depressed sewer

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