In the figure shown, the elevation of the HGL at B is 15.24 and the pipes BC and BD are arranged so that the flow from B divides equally. What is the elevation of the end of the pipe at D and what is the head will be maintained on the 101.6 mm diameter orifice E? El. 25 El. 15.24 m hfAB 1219 m- QAB 1 = 0.02 305 mm QBC Afsc QBD 610 m -203 mm f = 0.023 hfgo Cv = 0.968 Cc = 0,620

In the figure shown, the elevation of the HGL at B is 15.24 and the pipes BC and BD are arranged so that the flow from B divides equally. What is the elevation of the end of the pipe at D and what is the head will be maintained on the 101.6 mm diameter orifice E? El. 25 El. 15.24 m hfAB 1219 m- QAB 1 = 0.02 305 mm QBC Afsc QBD 610 m -203 mm f = 0.023 hfgo Cv = 0.968 Cc = 0,620

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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