Civil Engineering - Waste Water Engineering
Exercise : Waste Water Engineering - Section 3
16.
If the depth of flow in a circular sewer is 1/4th of its diameter D, the wetted perimeter is
17.
The maximum diameter of sewers adopted in the designs is
18.
Sluge banks are formed if sewage is disposed of in
19.
Design period of 40 to 50 years is adopted for
20.
The pH value of sewage is determined with the help of
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