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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4e3b14fc-c452-43e0-8082-82fd31715082%2F91b8b7fc-8e78-4c8c-8c46-ae0b93721fc5%2F24wn1ku_processed.png&w=3840&q=75)
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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