Ql: What would be the maximum length of pipes 1 and 2 (L1 and L2) to allow passing 5 cfs in the system shown in figure below (Neglect minor losses and assume L1 L2). El. Z2 ft. |EI. = Z1 ft. L2 hp=M-Q? L1 f2 = 0.018 Z1=24 f1 = 0.015 D2 = 12 in D1 = 8 in Z2=145

Ql: What would be the maximum length of pipes 1 and 2 (L1 and L2) to allow passing 5 cfs in the system shown in figure below (Neglect minor losses and assume L1 L2). El. Z2 ft. |EI. = Z1 ft. L2 hp=M-Q? L1 f2 = 0.018 Z1=24 f1 = 0.015 D2 = 12 in D1 = 8 in Z2=145

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

Q1: What would be the maximum length of pipes 1 and 2 (L1 and L2) to allow passing 5 cfs
in the system shown in figure below (Neglect minor losses and assume L1 L2).
El. Z2 ft.
|El. Z1 ft.
L2
hp=M-Q?
L1
f2 = 0.018
Z1=24
f = 0.015
D2 = 12 in
D = 8 in
Z2=145
M=165
QF17

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