Civil Engineering - Waste Water Engineering
Exercise : Waste Water Engineering - Section 6
11.
For having central angle α, the area of cross-section of sewers running partially full, is
12.
The pressure exerted by
13.
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
14.
The flow velocity in detritus tanks is
15.
The following is the physical characteristic of sewage
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