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Consider a pipe with water (p = 1000 kg/m3, u = 1.12 x 10-3 Ns/m2) flowing in it at 5 m/s. The pipe is concrete, with a rough

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3 P=1000 kg/m M z 1.12 x 103 5mls 10 Nslm V= Ezz.mm de 5cm = 5x10 m L =5om Q=VXA. 2 2 -> 5x Rxd 5xXx(5x102) --> 0.0098 ros ५But Cf Lo Dyn pressure То - ДРО 4XL Dynamic press — exul 2 | 000 х (s)- = 125оо 2 2. Дfx 5хь О. О. Ч2 — ИХ БО AP = 96-8 ра Sc

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