In Fig. 3, pipes I, 2, and 3 are 730+(Reg.No./100) ft of 4-in, 240+(Reg.No./100) ft of 2- in, and 290+(Reg.No./100) ft of 3-in asphalt cast-iron pipe. With a total head loss of 30 ft between A and B, find the flow of 60 °F water.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Reg.no : 5395

 

Fluid Mechanics-2

In Fig. 3, pipes I, 2, and 3 are 730+(Reg.No./100) ft of 4-in, 240+(Reg.No./100) ft of 2-
in, and 290+(Reg.No./100) ft of 3-in asphalt cast-iron pipe. With a total head loss of 30
ft between A and B, find the flow of 60 °F water.
Pb # 5:
Pb # 6: In a field test of the 15-ft-diameter river aqueduct flowing full, Manning's n was found
to have a value of 0.0132 when 50 °F water was flowing at a Reynold's number of
Reg.No x 10'. Determine the average value of absolute roughness for this conduit.
Transcribed Image Text:In Fig. 3, pipes I, 2, and 3 are 730+(Reg.No./100) ft of 4-in, 240+(Reg.No./100) ft of 2- in, and 290+(Reg.No./100) ft of 3-in asphalt cast-iron pipe. With a total head loss of 30 ft between A and B, find the flow of 60 °F water. Pb # 5: Pb # 6: In a field test of the 15-ft-diameter river aqueduct flowing full, Manning's n was found to have a value of 0.0132 when 50 °F water was flowing at a Reynold's number of Reg.No x 10'. Determine the average value of absolute roughness for this conduit.
h = Az
EL
HGL
B
Figure 3 for Pb # 5
3,
Transcribed Image Text:h = Az EL HGL B Figure 3 for Pb # 5 3,
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