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Waste Water Engineering

Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

3 hours
4 hours
2 hours
5 hours

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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
HCl
H₂SO₄
HNO₃

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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 500 upward
1 in 100 downward
1 in 503 upward

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Waste Water Engineering
The design period in years for pumping plants, is

3 to 5
1
2 to 3
5 to 10

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Waste Water Engineering
Lead caulked joints are used for laying

I. pipes
Earthenware pipes
Stone ware pipes
G.I. pipes

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
Overflow rate
All of these
Surface loading

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