226. Manholes along the mains from the source to a city are provided at 500 m intervals in
228. For calculation of economical diameter D of a pipe in metres for a discharge Q to be pumped in cumecs, Lea suggested the empirical formula
229. If w is the weight of water per cubic metre; Q is the discharge in cubic metres per sec and H is the total head, the required water horse power of the pump, is
231. Standard unit of turbidity of water is in one litre of distilled water, one milligram of finely divided
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