Water flows with a flow rate of 0.6 cumec through an inclined pipe PQ of length 10 m lengt having a uniform cross-section. The end Q of the pipe is above the end P and the pipe makes an angle of 30° to the horizontal. For a pressure of

Water flows with a flow rate of 0.6 cumec through an inclined pipe PQ of length 10 m lengt having a uniform cross-section. The end Q of the pipe is above the end P and the pipe makes an angle of 30° to the horizontal. For a pressure of

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 Đia.-m Length-m 04 ms m3's A 0.658544 1 AB 0.305 500 G 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 1026M5 mas 6 GA 0,405 300 7. 05 mas 8. CD 0.405 400 Loop 1 DE 0.405 300 9 EF 0.205 500 B. 10.4 m3s 04 ms Loop 3 0.31598 m3s D E 0.3 m3s
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Answer is given, just give the solutions
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8,24 Water flows downhill through a 3-in.-diameter steel pipe. The slope of the hill is such that for each mile (5280 ft) of horizontal distance, the change in elevation is Az ft. Determine the maximum value of Az if the flow is to remain laminar and the pressure all along the pipe is constant. (1) V AZ L l 13 in.
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