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Waste Water Engineering

Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.45
0.55
0.5
0.6

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Waste Water Engineering
A drop manhole is provided if

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

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Waste Water Engineering
The effluent of a septic tank is

Fit for discharge into any open drain
As good as that from a complete treatment
Foul and contains dissolved and suspended solids
None of these

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

30 to 40%
60 to 80%
80 to 90%
40 to 60%

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

2.5 to 3.0 m/sec
4.5 to 5.5 m/sec
3.5 to 4.5 m/sec
3.0 to 4.0 m/sec

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

William-Hazen
Bazin
Kutter
Crimp and Bruges

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