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a reservoir at one end and to the atmosphere at the other end. The pipe has rounded entrance (K = 0-15), sudden contraction to 400 mm (K = 0-25), sharp bend (K = 0-18), gate valve full open (K = 8) and sudden expansion to 500 mm pipe. Assuming pipe friction loss coefficient as 0-012, determine discharge for head of 50 m at entrance. K is the
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