4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following water surface (WS) elevation and pipe data (lengths and diameters): Ws1 = 5,200 ft W S2 = 5,150 ft W S3 = 5,100 ft L1 = 6,000 ft D1 = 4 ft L2 = 2,000 ft D2 = 3 ft L3 = 8,000 ft D3 = 5 ft All of the pipes are lined ductile iron (DIP, e – 0.0004 ft), and the temperature of the water is 68°F. Also determine the elevation of the junction (J) if the pressure head (P/y) at the junction mea- sured by a piezometer (height from P to J) is 30 ft. WS1 Reservoir 1 WS2 Reservoir 2 Pipe 1 Pipe 2 WS3 Pipe 3 Reservoir 3 Figure P4.3.2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following
water surface (WS) elevation and pipe data (lengths and diameters):

WS1 = 5,200 ft L1 = 6,000 ft D1 = 4 ft
WS2 = 5,150 ft L2 = 2,000 ft D2 = 3 ft
WS3 = 5,100 ft L3 = 8,000 ft D3 = 5 ft

All of the pipes are lined ductile iron (DIP, ), and the temperature of the water is 68℉

. Also determine the elevation of the junction (J) if the pressure head (P/?) at the junction mea-sured
by a piezometer (height from P to J) is . 30 ft

4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following
water surface (WS) elevation and pipe data (lengths and diameters):
Ws1
5,200 ft
L1
6,000 ft
D1 = 4 ft
W S2 = 5,150 ft
W S3 = 5,100 ft
L2 = 2,000 ft
D2 = 3 ft
L3 = 8,000 ft
D3 = 5 ft
All of the pipes are lined ductile iron (DIP, e -
0.0004 ft), and the temperature of the water is
68°F. Also determine the elevation of the junction (J) if the pressure head (P/y) at the junction mea-
sured by a piezometer (height from P to J) is 30 ft.
WS1
Reservoir 1
WS2
Reservoir 2
Pipe 1
Pipe 2
WS3
Pipe 3
Reservoir 3
Figure P4.3.2
Transcribed Image Text:4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following water surface (WS) elevation and pipe data (lengths and diameters): Ws1 5,200 ft L1 6,000 ft D1 = 4 ft W S2 = 5,150 ft W S3 = 5,100 ft L2 = 2,000 ft D2 = 3 ft L3 = 8,000 ft D3 = 5 ft All of the pipes are lined ductile iron (DIP, e - 0.0004 ft), and the temperature of the water is 68°F. Also determine the elevation of the junction (J) if the pressure head (P/y) at the junction mea- sured by a piezometer (height from P to J) is 30 ft. WS1 Reservoir 1 WS2 Reservoir 2 Pipe 1 Pipe 2 WS3 Pipe 3 Reservoir 3 Figure P4.3.2
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