Q4. For fully developed flow in a pipe, the head loss due to friction ( h,) is given by the Darcy- Weisbach formula: 1 pw? h, = 2 d 2 [Pa] Where Pipe friction factor Internal diameter of pipe section (3 mm = 0.003 m)) Length of pipe measuring section (400 mm = 0.4 m) Density of flowing fluid (for water the density is 998 kg/m³) the flow velocity (m/s) d ץ1 For laminar pipe flows the theoretical pipe friction factor (åsa) is given by: 64 Re Where Re is the Reynolds number. The following table shows measured values for a laminar pipe flow case: h, V Re (cm) (s) (1) (l/s) [m/s] 2 230 0.2
Q4. For fully developed flow in a pipe, the head loss due to friction ( h,) is given by the Darcy- Weisbach formula: 1 pw? h, = 2 d 2 [Pa] Where Pipe friction factor Internal diameter of pipe section (3 mm = 0.003 m)) Length of pipe measuring section (400 mm = 0.4 m) Density of flowing fluid (for water the density is 998 kg/m³) the flow velocity (m/s) d ץ1 For laminar pipe flows the theoretical pipe friction factor (åsa) is given by: 64 Re Where Re is the Reynolds number. The following table shows measured values for a laminar pipe flow case: h, V Re (cm) (s) (1) (l/s) [m/s] 2 230 0.2
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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Complete the missing columns in the table and determine the experimental and theoretical values of the pipe friction factor using the respective formulae given above. Take the kinematic viscosity of water as 8.92x10-7 m2/s.
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