There are two parallel pipes of 2 900 m each. The diameter of the first is 8" and that of the second is 10". The difference in level between the tanks communicated by the system in parallel is 25 m. Consider f = 0.021 for both pipes. Calculate the expense on each and the total expense, in L/s.

There are two parallel pipes of 2 900 m each. The diameter of the first is 8" and that of the second is 10". The difference in level between the tanks communicated by the system in parallel is 25 m. Consider f = 0.021 for both pipes. Calculate the expense on each and the total expense, in L/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.

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There are two parallel pipes of 2 900 m each. The diameter of the first is 8" and that of the second
is 10". The difference in level between the tanks communicated by the system in parallel is 25 m.
Consider f = 0.021 for both pipes. Calculate the expense on each and the total expense, in L/s.

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