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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
Initial demand
Carbonaceous demand
All of these

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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
Large scale infiltration of storm water
Unexpected increase in population
All listed here

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 50 cm
Should be sunk by 20 cm
Should be kept 20 cm above the adjacent portion
Need not be sunk

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Lined with stones
With beds of rocks and gravels
Both A. and B.

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Waste Water Engineering
The laying of sewers is done with

Theodolite
Clinometer
Magnetic compass
Level

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Waste Water Engineering
A drop manhole is provided if

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

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