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Waste Water Engineering

Waste Water Engineering
A rain sanitary sewer is constructed to carry

Surface water
Storm sewage
Ground water
Sanitary sewage

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05552 cumec
0.0556 cumec
0.05556 cumec
0.05554 cumec

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Waste Water Engineering
Imhoff cone is used to determine

Dissolved solids
Settleable solids
None of these
Suspended solids

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Separate system
None of these
Partially separate system
Combined system

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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
A drop manhole is provided if

A lamp is inserted to check obstruction
A branch sewer joins the main sewer at higher level
None of these
A sewer drops from a height

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