For this siphon the elevations at A, B, C, and D are 30m, 32m, 27m, and 26m, respectively. The head loss between the inlet (includes entrance head loss also) and point B is 0.75xV 2 /2g, and the head loss in the pipe itself between point B and the end of the pipe is 0.25xV 2/2g. Additional head lost due to exit at point D is 1.0xV 2/2g. For these conditions, what is the discharge and what is the pressure at point B? The pipe diameter = 25 cm. Assume ? = 10 at all locations

For this siphon the elevations at A, B, C, and D are 30m, 32m, 27m, and 26m, respectively. The head loss between the inlet (includes entrance head loss also) and point B is 0.75xV 2 /2g, and the head loss in the pipe itself between point B and the end of the pipe is 0.25xV 2/2g. Additional head lost due to exit at point D is 1.0xV 2/2g. For these conditions, what is the discharge and what is the pressure at point B? The pipe diameter = 25 cm. Assume ? = 10 at all locations

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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