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Waste Water Engineering

Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Rectangular
Circular
Horse shoe shaped
Egg shaped

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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
HNO₃
HCl
H₂SO₄

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Waste Water Engineering
The reduced levels of the string at the consecutive sight rails A and B are 203.575 m, 203.475 m respectively. If the difference of their R.D.s is 10 m, the gradient of the sewer line is

1 in 100 upward
1 in 100 downward
1 in 500 upward
1 in 503 upward

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Waste Water Engineering
With self cleansing velocity in sewers

Both silting and scouring occur at bottom
Neither silting nor scouring occurs at bottom
Silting occurs at bottom
Scouring occurs at bottom

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Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

7 days
2 days
12 days
14 days

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Waste Water Engineering
5 days-biochemical oxygen demand (BOD5) is taken at a temperature of

25°C
15°C
20°C
0°C

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