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Waste Water Engineering

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
For a continuous flow type of sedimentation tanks

Maximum horizontal flow velocity is limited to 0.3 m/minute
All listed here
Width of the tank is normally kept about 6 m
Length of the tank is normally kept 4 to 5 times the width

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow rate
Surface loading
Over flow velocity

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.40 m
2.45 m
2.50 m

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than the self-cleansing velocity
More than the self-cleansing velocity
Less than 10 m/sec
More than 20 m/sec

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Waste Water Engineering
The sludge does not contain waste water from

Bath rooms
Toilets
Kitchen sinks
Wash basins

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