A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach) B/If the pressure at first point (Qin) =580 KPa, then find the pressure at point E. Pipe Dia.-m Length-m m3s A 04 mas 500 0.658544 1 AB 0.305 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 12645 mas GA 0.405 300 CD 0.405 400 Loop 1 05 mars 8 DE 0.405 300 EF 0.205 s00 B. t0 4 m3is 04 mas Loop 3 0.31598 m3s 0.3 m3ls
A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach) B/If the pressure at first point (Qin) =580 KPa, then find the pressure at point E. Pipe Dia.-m Length-m m3s A 04 mas 500 0.658544 1 AB 0.305 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 12645 mas GA 0.405 300 CD 0.405 400 Loop 1 05 mars 8 DE 0.405 300 EF 0.205 s00 B. t0 4 m3is 04 mas Loop 3 0.31598 m3s 0.3 m3ls
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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