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Civil Engineering
. What is the head loss

. What is the head loss

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem #5: Chapter 10 An 8 inch Schedule 40 steel drainage pipe has to be re-routed to avoid an existing piece of equipment. The radius of the bend is 64 inches. What is the head loss associated with this bend if the velocity is 2 ft/s?
Transcribed Image Text:Problem #5: Chapter 10 An 8 inch Schedule 40 steel drainage pipe has to be re-routed to avoid an existing piece of equipment. The radius of the bend is 64 inches. What is the head loss associated with this bend if the velocity is 2 ft/s?
48 h̟ = K * v?/2g 44 40 K = (L/D)*f, 36 ulence for new, clean, commercial 32 28 Nominal Pipe Size Friction 24 U.S. (in) Metric (mm) factor, fr 20 3, 3½ DN 80, DN 90 0.017 4 DN 100 0.016 16 5, 6 DN 125, DN 150 0.015 12 K = fr(L_JD) for pipe bend 8 8 DN 200 0.014 10-14 DN 250 to DN 350 0.013 16-22 DN 400 to DN 550 0.012 4 24-36 DN 600 to DN 900 0.011 0 2 4 6 8 10 12 14 16 18 20 Relative radius r/ D Equivalent length ratio L„ID
Transcribed Image Text:48 h̟ = K * v?/2g 44 40 K = (L/D)*f, 36 ulence for new, clean, commercial 32 28 Nominal Pipe Size Friction 24 U.S. (in) Metric (mm) factor, fr 20 3, 3½ DN 80, DN 90 0.017 4 DN 100 0.016 16 5, 6 DN 125, DN 150 0.015 12 K = fr(L_JD) for pipe bend 8 8 DN 200 0.014 10-14 DN 250 to DN 350 0.013 16-22 DN 400 to DN 550 0.012 4 24-36 DN 600 to DN 900 0.011 0 2 4 6 8 10 12 14 16 18 20 Relative radius r/ D Equivalent length ratio L„ID
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