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Engineering, 03.04.2020 13:19 Bucsan8688

With a flow Q of 450 l/s of water, find the head loss and the division of flow in the pipes from A to B. Take v = 10-6 mys and ? 2· 0.1 mm for all pipes. (see Figure E.4.2) L= 1000 m D=35cm L= 600 m D-30 cm ? 600 m D=60cm 8 1200 m D=75 cm 1000 m D=40 cm

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