ELEV. - 75mAELEV.- 40mBL=1700m2 =1900mD= 400mmf-0.02D= 500mmf=0.025ELEV. = 15mL=3500mD- 800mmf= 0.03A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes.A Q1 - 0.327 m3/s, Q2 - 0.458 m3/s, Q3 - 0.785 m3/sB Q1 - 0.295 m3/s, Q2 - 0.413 m3/s, Q3 - 0.708 m3/sQ1 - 0.431 m3/s, Q2 - 0.295 m3/s, Q3 -0.726 m3/sD Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = 0.748 m3/sE) No answer among the choicesQ1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = 0.805 m3/s

Answered: Image /qna-images/answer/b2e7aa7b-6786-460a-a8d4-02fdd8e4b8fd.jpg

JELEV. - 75m ... L1700m 21900m D400mm f0.02 D s00mm f0.025 ELEV15m L3500m DB00mm f0.0 A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. A Q1 - 0.327 ma/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s Q1 - 0.295 m3/s, Q2 - 0.413 m3/s, Q3 - 0.708 m3/s Q1- 0.431 m3s, Q2 -0.295 m3/s, Q3 - 0.726 m3s O Q1 -0.346 m/s, Q2 -0.402 m3/s, Q3-0.748 m3s No answer among the choices

JELEV. - 75m ... L1700m 21900m D400mm f0.02 D s00mm f0.025 ELEV15m L3500m DB00mm f0.0 A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. A Q1 - 0.327 ma/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s Q1 - 0.295 m3/s, Q2 - 0.413 m3/s, Q3 - 0.708 m3/s Q1- 0.431 m3s, Q2 -0.295 m3/s, Q3 - 0.726 m3s O Q1 -0.346 m/s, Q2 -0.402 m3/s, Q3-0.748 m3s No answer among the choices

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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