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The flowrate between tank A and tank B shown in the figure below is to be increased by 20% (i.e., from Q to 1.20Q) by the addition of second pipe (indicated by the dotted lines) running from node C to tank B. If the elevation of the free surface in tank A is 15 ft above that in tank B, determine the diameter, D, of this new pipe. Neglect minor losses and assume that the friction factor for each pipe is 0.02. 6-in. diameter; 600 ft long 6-in. diameter: 500 ft long Diameter D, 500 ft long D= ft

The flowrate between tank A and tank B shown in the figure below is to be increased by 20% (i.e., from Q to 1.20Q) by the addition of second pipe (indicated by the dotted lines) running from node C to tank B. If the elevation of the free surface in tank A is 15 ft above that in tank B, determine the diameter, D, of this new pipe. Neglect minor losses and assume that the friction factor for each pipe is 0.02. 6-in. diameter; 600 ft long 6-in. diameter: 500 ft long Diameter D, 500 ft long D= ft

Elements Of Electromagnetics
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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The flowrate between tank A and tank B shown in the figure below is to be increased by 20% (i.e., from Qto 1.20Q) by the addition of a second pipe (indicated by the dotted lines) running from node C to tank B. If the elevation of the free surface in tank A is 15 ft above that in tank B, determine the diameter, D, of this new pipe. Neglect minor losses and assume that the friction factor for each pipe is 0.02. 6-in. diameter; 600 ft long 6-in. diameter: 500 ft long Diameter D, 500 ft long D = ft
Transcribed Image Text:The flowrate between tank A and tank B shown in the figure below is to be increased by 20% (i.e., from Qto 1.20Q) by the addition of a second pipe (indicated by the dotted lines) running from node C to tank B. If the elevation of the free surface in tank A is 15 ft above that in tank B, determine the diameter, D, of this new pipe. Neglect minor losses and assume that the friction factor for each pipe is 0.02. 6-in. diameter; 600 ft long 6-in. diameter: 500 ft long Diameter D, 500 ft long D = ft
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