4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 Inv. 221.12- B 550.0' -821' 1425'
4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 Inv. 221.12- B 550.0' -821' 1425'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as
shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor
losses.
Elev. 268.0
60"
Inv. 242.5
•A
• B
Inv. 221.12
550.0
821'
1425](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F313a8bb6-7a29-44d5-a507-f63e716b3388%2F58ab4a45-1432-487f-bdc7-74ebd3adfd1d%2Fxivvnu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as
shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor
losses.
Elev. 268.0
60"
Inv. 242.5
•A
• B
Inv. 221.12
550.0
821'
1425
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