3. The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5 2 3 5 D 6 E Pipe 1 2 3 4 5 6 f 0.025 0.022 0.021 0.023 0.023 0.025 Diameter Length (mm) in (m) 450 450 250 400 200 600 300 1500 250 250 450 600

3. The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5 2 3 5 D 6 E Pipe 1 2 3 4 5 6 f 0.025 0.022 0.021 0.023 0.023 0.025 Diameter Length (mm) in (m) 450 450 250 400 200 600 300 1500 250 250 450 600

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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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Use four decimal places in all solution

3. The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5
2
3
5
D
6
E
Pipe
1
2
3
4
5
6
f
0.025
0.022
0.021
0.023
0.023
0.025
Diameter Length
(mm)
in (m)
450
450
250
400
200
600
300
1500
250
250
450
600

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Step 1: State the given data

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Step 2: Determine the relation between discharge in each pipe

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Step 3: Determine the discharge relation in each pipe

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Step 4: Determine the discharge relation between pipe 2, 4 and 5

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Step 5: Determine the discharge in pipes

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Step 6: Discharge in pipe 3, 4 and 5

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