Civil Engineering - Water Supply Engineering
Exercise : Water Supply Engineering - Section 5
11.
Normal values of overflow rate for sedimentation tanks using coagulants in litres/hr/m2 , generally range between
12.
In a rapid sand filter, air binding is caused due to excessive
13.
If average volume of sediment deposits is one-tenth million cubic metres per year in a reservoir of total capacity 10 million cubic metres, the dead storage will be filled up, in
14.
A circular gravity aqueduct is not generally preferred to because of
15.
Standard unit of turbidity of water is in one litre of distilled water, one milligram of finely divided
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