shown below, water flows from A to junction J at a flow rate Q1 = 0.70 m³/sec. The reservoir/Node elevations and pipe information is shown below. Assuming a Hazen- Williams Coefficient (CHw) = 112 and ignoring all minor losses, determine the pressure head at node j ( Pj/y).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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shown below, water flows from A to
junction J at a flow rate Q1 = 0.70
m³/sec. The reservoir/Node
elevations and pipe information is
shown below. Assuming a Hazen-
Williams Coefficient (CHw) = 112 and
ignoring all minor losses, determine
the pressure head at nodej (Pj/y).
Pipe Length (m) Diameter (m)
1 500
2 400
3
150
Reservoir/Node Elevation (m)
300
250
240
200
Ẵano -
A
B
0.5
0.4
???
J
Transcribed Image Text:shown below, water flows from A to junction J at a flow rate Q1 = 0.70 m³/sec. The reservoir/Node elevations and pipe information is shown below. Assuming a Hazen- Williams Coefficient (CHw) = 112 and ignoring all minor losses, determine the pressure head at nodej (Pj/y). Pipe Length (m) Diameter (m) 1 500 2 400 3 150 Reservoir/Node Elevation (m) 300 250 240 200 Ẵano - A B 0.5 0.4 ??? J
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