Example 4 A typical differential manometer is attached to two sections A and B in a horizontal pipe through which water is flowing at a steady rate (Fig. 2.26). The deflection of mercury in the manometer is 0.6 m with the level nearer A being the lower one as shown in the figure. Calculate the difference in pressure between Sections A and B. Take the densities of water and mercury as 1000 kg/m and 13570 kg/m³ respectively. E F 0.6 m D GC Mercury Water A B

Example 4 A typical differential manometer is attached to two sections A and B in a horizontal pipe through which water is flowing at a steady rate (Fig. 2.26). The deflection of mercury in the manometer is 0.6 m with the level nearer A being the lower one as shown in the figure. Calculate the difference in pressure between Sections A and B. Take the densities of water and mercury as 1000 kg/m and 13570 kg/m³ respectively. E F 0.6 m D GC Mercury Water A B

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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