Complete solution please. 3DECIMALS thank you Determine the head loss in feet in PIPE 1 Determine the head loss in feet in PIPE 5 Determine the velocity of flow in the lower branch, PIPE 3, in feet per second. Determine the velocity of flow in the upper branch, PIPE 2, in feet per second.

Complete solution please. 3DECIMALS thank you Determine the head loss in feet in PIPE 1 Determine the head loss in feet in PIPE 5 Determine the velocity of flow in the lower branch, PIPE 3, in feet per second. Determine the velocity of flow in the upper branch, PIPE 2, in feet per second.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.9P

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Concept explainers

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

Complete solution please. 3DECIMALS thank you

Determine the head loss in feet in PIPE 1

Determine the head loss in feet in PIPE 5

Determine the velocity of flow in the lower branch, PIPE 3, in feet per second.

Determine the velocity of flow in the upper branch, PIPE 2, in feet per second.

Determine the velocity of flow in the lower branch, PIPE 4, in feet per second.

Determine the head loss in feet in PIPE 2.

Determine the head loss in feet in PIPE 3.

Determine the head loss in feet in PIPE 4.

Determine the total head loss in feet between the inlet A and the outlet B.

For the pipe network shown, the flow of water from A to the first junction is 2
cubic feet per second. Assuming all pipes have a roughness coefficient of
0.014
L2 D2
Pipe
Diameter, in
Length, ft
980
1
8
2
490
8
LIDI
n = 0.014
3
250
8
Q₁
4
980
15
5
1480
12
L3 D3
L₁ D₁
Q4
Q5

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