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Waste Water Engineering

Waste Water Engineering
The gradient of sewers depends upon

Discharge
Velocity of flow
All listed here
Diameter of the sewer

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

0.5 metre/sec
1 metre/sec
0.25 metre/sec
2 metres/sec

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Waste Water Engineering
The intensity of rain is expressed in

cm/hour
cm/day
None of these
cm/minute

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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
Unexpected increase in the population
Under estimates of maximum and average flows
All of these

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Waste Water Engineering
Drop manholes are the manholes

Having drains at different levels
With depths more than 3.5 m
Without entry ladders
Without manhole covers

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

7
5
6.5
6

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