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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

100 cm
90 cm
50 cm
80 cm

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.5 to 0.7 m
0.9 to 1.20 m
0.7 to 0.9 m
0.4 to 0.5 m

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Waste Water Engineering
For the COD test of sewage, organic matter is oxidised by K₂Cr₂O₇ in the presence of

None of these
H₂SO₄
HNO₃
HCl

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Waste Water Engineering
The normal value of over flow rates for plain primary sedimentation tanks, ranges between

40,000 to 50,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Invert level of a branch sewer is more than 60 cm that of the main sewer
Two sewer lines intersect
Sewer line runs along a main road
Ordinary manhole cannot be built

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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
2 metres/sec
0.25 metre/sec

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