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Waste Water Engineering

Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.625 D
1.250 D
1.425 D
1.350 D

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Waste Water Engineering
Antisyphonage pipe is fitted

On manholes
At the end of septic tanks
At the beginning of sewer line
With a W.'trap

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected large scale infiltration of stream water
Under estimates of maximum and average flows
All of these
Unexpected increase in the population

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

2 hours
5 hours
4 hours
3 hours

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Thrice the average demand
Average demand
Four times the average demand
Twice the average demand

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Waste Water Engineering
The pH value of sewage is determined with the help of

Turbid meter
Imhoff Cone
None of these
Potentiometer

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