Can you help me thank you Problem #5: Chapter 10An 8 inch Schedule 40 steel drainage pipe has to be re-routed to avoid an existingpiece of equipment. The radius of the bend is 64 inches. What is the head lossassociated with this bend if the velocity is 2 ft/s? 48h̟ = K * v?/2g4440K = (L/D)*f,36ulence for new, clean, commercial3228Nominal Pipe SizeFriction24U.S. (in)Metric (mm)factor, fr203, 3½DN 80, DN 900.0174DN 1000.016165, 6DN 125, DN 1500.01512K = fr(L_JD) for pipe bend88DN 2000.01410-14DN 250 to DN 3500.01316-22DN 400 to DN 5500.012424-36DN 600 to DN 9000.0110 2 46 8101214161820Relative radius r/ DEquivalent length ratio L„ID

Answered: Image /qna-images/answer/bfbb3552-4d57-40ee-9b4a-53d1afa94f7d.jpg

Answered: . What is the head loss

Engineering

Civil Engineering

. What is the head loss

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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Question

Can you help me thank you

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

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