A segment of building plumbing system consists of a 20-mm diameter cast-iron pipe tubing as shown in the figure below. Local or minor head losses are created by the corporation stop (C-stop), three bends, and a faucet and the K-values are shown in the table below. The minor losses are estimated using HL = Keq (V2/2g), where Keq is equivalent loss coefficient. Calculate the value of Keq Water main Bend 3.5m C-stop E 2 5m Pipe Bend Bend 3m Bend 4m Faucet Fitting C-stop Bend(s) 1.2 Faucet 10 K 9
A segment of building plumbing system consists of a 20-mm diameter cast-iron pipe tubing as shown in the figure below. Local or minor head losses are created by the corporation stop (C-stop), three bends, and a faucet and the K-values are shown in the table below. The minor losses are estimated using HL = Keq (V2/2g), where Keq is equivalent loss coefficient. Calculate the value of Keq Water main Bend 3.5m C-stop E 2 5m Pipe Bend Bend 3m Bend 4m Faucet Fitting C-stop Bend(s) 1.2 Faucet 10 K 9
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A segment of building plumbing system consists of a 20-mm diameter cast-iron pipe tubing as shown in the figure below.
Local or minor head losses are created by the corporation stop (C-stop), three bends, and a faucet and the K-values are
shown in the table below. The minor losses are estimated using HL = Keq (V2/2g), where Keq is equvalent loss coefficient.
Calculate the value of Keq
Water main
Bend
3.5 m
2 m
2
C-stop
5m
Pipe
Bend
Bend
3m
Bend
4m
Faucet
Fitting
C-stop
9
Bend(s) 1.2
Faucet 10
K](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F367af74f-f9d8-479c-a510-c5b9ca0310dd%2F6d8225a6-8033-47ba-b579-ed861875366f%2Fv2x05ui_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A segment of building plumbing system consists of a 20-mm diameter cast-iron pipe tubing as shown in the figure below.
Local or minor head losses are created by the corporation stop (C-stop), three bends, and a faucet and the K-values are
shown in the table below. The minor losses are estimated using HL = Keq (V2/2g), where Keq is equvalent loss coefficient.
Calculate the value of Keq
Water main
Bend
3.5 m
2 m
2
C-stop
5m
Pipe
Bend
Bend
3m
Bend
4m
Faucet
Fitting
C-stop
9
Bend(s) 1.2
Faucet 10
K
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