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diameterfor a length of 150m and the remaining 210m is 450mm in diameter.The difference in water levels between the two reservoirs are 8m.Take f=0.006 for the smaller pipe and f=0.005 for the larger pipe.If all the changes in pipe sections are sharp and sudden, calculate the flow rate which can be delivered.

diameterfor a length of 150m and the remaining 210m is 450mm in diameter.The difference in water levels between the two reservoirs are 8m.Take f=0.006 for the smaller pipe and f=0.005 for the larger pipe.If all the changes in pipe sections are sharp and sudden, calculate the flow rate which can be delivered.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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Question 8

Two reservoirs are connected by a pipe whose total length is 360m.From the upper reservoir the pipe is 300mm in diameterfor a length of 150m and the remaining 210m is 450mm in diameter.The difference in water levels between the two reservoirs are 8m.Take f=0.006 for the smaller pipe and f=0.005 for the larger pipe.If all the changes in pipe sections are sharp and sudden, calculate the flow rate which can be delivered.

QUESTION 8 Two reservoirs are connected by a pipe whose total length is 360 m. From the uppe reservoir the pipe is 300 mm in diameter for a length of 150 m and the remaining 210 m is 450 mm in diameter. The difference in water levels between the two reservoirs are 8 m. Take f= 0,006 for the smaller pipe and f = 0,005 for the larger pipe. If all the changes in pipe sections are sharp and sudden, calculate the flow rate which can be delivered.
Transcribed Image Text:QUESTION 8 Two reservoirs are connected by a pipe whose total length is 360 m. From the uppe reservoir the pipe is 300 mm in diameter for a length of 150 m and the remaining 210 m is 450 mm in diameter. The difference in water levels between the two reservoirs are 8 m. Take f= 0,006 for the smaller pipe and f = 0,005 for the larger pipe. If all the changes in pipe sections are sharp and sudden, calculate the flow rate which can be delivered.
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