9.168. Calculate the flowrates in the pipes of this network. The length, diameter, and f value is shown for each pipe. 0.04 m³/s 500 m 0.3 m d 0.02 0.1 m³/s 300 m 0.15 md 0.025 400 m 0.15 md 0.023 250 m 0.2 md 0.02 0.01 m³/s 0.04 m³/s 850 m 0.15 m d 0.025 750 m 0.2 md 0.025 →0.01 m³/s

9.168. Calculate the flowrates in the pipes of this network. The length, diameter, and f value is shown for each pipe. 0.04 m³/s 500 m 0.3 m d 0.02 0.1 m³/s 300 m 0.15 md 0.025 400 m 0.15 md 0.023 250 m 0.2 md 0.02 0.01 m³/s 0.04 m³/s 850 m 0.15 m d 0.025 750 m 0.2 md 0.025 →0.01 m³/s

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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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

9.168. Calculate the flowrates in the pipes of this network. The length, diameter, and f value
is shown for each pipe.
0.04 m³/s
500 m
0.3 m d
0.02
0.1 m³/s
300 m
0.15 m d
0.025
Problem 9.168
400 m
0.15 md
0.023
250 m
0.2 md
0.02
0.01 m³/s
0.04 m³/s
850 m
0.15 m d
0.025
750 m
0.2 md
0.025
-0.01 m³/s

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