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Friction Factor Moody Diagram 0.10 0.09 Transition Region 0.08 0.07 0.06 0.05 0.04 0.03 Laminar Flow 64 0.05 0.04 0.03 0.02 0.015 0.01 0.005 0.002 Steel, mortar lined 0.02H Material (mm) 0.015 Concrete, coor 0125 Concrete, new smooth 0.025 Drawn tubing Gl. Plastic Pipe 0.0025 Complete Turbulence Iron cust 0.01 Senere, old 0.001 5x10- Steel rustol Stal, structural e Sorged 0.025 Water aus, ukl 2x10 10-4 5x10 10-5 Friction Factor AP Smooth Pipe 5x10-6 10-9 10% 10 105 10% 107 Reynolds Number, Reed Relative Pipe Roughness Q2: A pipe connects two tanks and the water is flowing in the pipe at a volume flow rate of 0.1 m3/s. The pressure in the closed tank A is 130 kPa and the fluid level in the open tank B is 36 m below that in the closed tank. If the length of the pipe is 620 m, determine the required diameter of the pipe if: a) the pipe is smooth b) the roughness in the pipe is 1% of the pipe diameter. Note: neglect minor losses for this problem. Tank A A-Bakla 3m Tank B

Friction Factor Moody Diagram 0.10 0.09 Transition Region 0.08 0.07 0.06 0.05 0.04 0.03 Laminar Flow 64 0.05 0.04 0.03 0.02 0.015 0.01 0.005 0.002 Steel, mortar lined 0.02H Material (mm) 0.015 Concrete, coor 0125 Concrete, new smooth 0.025 Drawn tubing Gl. Plastic Pipe 0.0025 Complete Turbulence Iron cust 0.01 Senere, old 0.001 5x10- Steel rustol Stal, structural e Sorged 0.025 Water aus, ukl 2x10 10-4 5x10 10-5 Friction Factor AP Smooth Pipe 5x10-6 10-9 10% 10 105 10% 107 Reynolds Number, Reed Relative Pipe Roughness Q2: A pipe connects two tanks and the water is flowing in the pipe at a volume flow rate of 0.1 m3/s. The pressure in the closed tank A is 130 kPa and the fluid level in the open tank B is 36 m below that in the closed tank. If the length of the pipe is 620 m, determine the required diameter of the pipe if: a) the pipe is smooth b) the roughness in the pipe is 1% of the pipe diameter. Note: neglect minor losses for this problem. Tank A A-Bakla 3m Tank B

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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Friction Factor Moody Diagram 0.10 0.09 Transition Region 0.08 0.07 0.06 0.05 0.04 0.03 Laminar Flow 64 0.05 0.04 0.03 0.02 0.015 0.01 0.005 0.002 Steel, mortar lined 0.02H Material (mm) 0.015 Concrete, coor 0125 Concrete, new smooth 0.025 Drawn tubing Gl. Plastic Pipe 0.0025 Complete Turbulence Iron cust 0.01 Senere, old 0.001 5x10- Steel rustol Stal, structural e Sorged 0.025 Water aus, ukl 2x10 10-4 5x10 10-5 Friction Factor AP Smooth Pipe 5x10-6 10-9 10% 10 105 10% 107 Reynolds Number, Reed Relative Pipe Roughness
Transcribed Image Text:Friction Factor Moody Diagram 0.10 0.09 Transition Region 0.08 0.07 0.06 0.05 0.04 0.03 Laminar Flow 64 0.05 0.04 0.03 0.02 0.015 0.01 0.005 0.002 Steel, mortar lined 0.02H Material (mm) 0.015 Concrete, coor 0125 Concrete, new smooth 0.025 Drawn tubing Gl. Plastic Pipe 0.0025 Complete Turbulence Iron cust 0.01 Senere, old 0.001 5x10- Steel rustol Stal, structural e Sorged 0.025 Water aus, ukl 2x10 10-4 5x10 10-5 Friction Factor AP Smooth Pipe 5x10-6 10-9 10% 10 105 10% 107 Reynolds Number, Reed Relative Pipe Roughness
Q2: A pipe connects two tanks and the water is flowing in the pipe at a volume flow rate of 0.1 m3/s. The pressure in the closed tank A is 130 kPa and the fluid level in the open tank B is 36 m below that in the closed tank. If the length of the pipe is 620 m, determine the required diameter of the pipe if: a) the pipe is smooth b) the roughness in the pipe is 1% of the pipe diameter. Note: neglect minor losses for this problem. Tank A A-Bakla 3m Tank B
Transcribed Image Text:Q2: A pipe connects two tanks and the water is flowing in the pipe at a volume flow rate of 0.1 m3/s. The pressure in the closed tank A is 130 kPa and the fluid level in the open tank B is 36 m below that in the closed tank. If the length of the pipe is 620 m, determine the required diameter of the pipe if: a) the pipe is smooth b) the roughness in the pipe is 1% of the pipe diameter. Note: neglect minor losses for this problem. Tank A A-Bakla 3m Tank B
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