1. A pipeline is conveying 0.05 m3 /s of water, at 30°C. The length of the line is 300 m, and the diameter is 0.25 m. Estimate the head loss due to friction using the three formulas (a) Darcy-Weisbach (k= 0.5 mm), (b) Hazen-Williams (C = 110), and (c) Manning (n=0.012). You need to refer to the Moody diagram to determine f for letter (a). The coefficients for (b) and (c) are already given. (a. f=0.24 h=1.523 m, b. 1.770 m, c. 1.807m)
1. A pipeline is conveying 0.05 m3 /s of water, at 30°C. The length of the line is 300 m, and the diameter is 0.25 m. Estimate the head loss due to friction using the three formulas (a) Darcy-Weisbach (k= 0.5 mm), (b) Hazen-Williams (C = 110), and (c) Manning (n=0.012). You need to refer to the Moody diagram to determine f for letter (a). The coefficients for (b) and (c) are already given. (a. f=0.24 h=1.523 m, b. 1.770 m, c. 1.807m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. A pipeline is conveying 0.05 m3 /s of water, at 30°C. The length of the line is 300 m,
and the diameter is 0.25 m. Estimate the head loss due to friction using the three
formulas (a) Darcy-Weisbach (k,= 0.5 mm), (b) Hazen-Williams (C = 110), and (c)
Manning (n=0.012).
You need to refer to the Moody diagram to determine f for letter (a). The
coefficients for (b) and (c) are already given.
(a. f=0.24 hp=1.523 m, b. 1.770 m, c. 1.807m)
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