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Waste Water Engineering

Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1045 mm
1095 mm
1075 mm
1065 mm

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Waste Water Engineering
In case of Imhoff tanks,

The velocity of flow is restricted to 0.30 m/minute
The shape is rectangular
Detention period is 2 hours
All of these

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

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

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

4 hours
6 hours
2 hours
8 hours

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Neither silting nor scouring occurs at the bottom
Both silting and scouring occur at the bottom
The bottom is scoured
The bottom is silted

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

The flow of sewage to fill the tank
None of these
A particle to travel along its length
A particle to travel from top surface to bottom sludge zone

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