A circular pipeline stretches 202 miles from an initial elevation of 510 ft to a final elevation of 230 ft. The pipe (D = 3.0 ft) is made of concrete (A = 0.0030 ft). The open channel flow is steady and uniform such that the pipe is half full. The fluid is water at 50° F. Part A Sketch a cross-section of the pipe flowing half full, then calculate its hydraulic radius, Rh [ft]. Part B Calculate the discharge, Q[ft³/s].
A circular pipeline stretches 202 miles from an initial elevation of 510 ft to a final elevation of 230 ft. The pipe (D = 3.0 ft) is made of concrete (A = 0.0030 ft). The open channel flow is steady and uniform such that the pipe is half full. The fluid is water at 50° F. Part A Sketch a cross-section of the pipe flowing half full, then calculate its hydraulic radius, Rh [ft]. Part B Calculate the discharge, Q[ft³/s].
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 4: Open Channel Flow
A circular pipeline stretches 202 miles from an initial elevation of 510 ft to a final elevation of
230 ft. The pipe (D = 3.0 ft) is made of concrete (A=0.0030 ft). The open channel flow is steady
and uniform such that the pipe is half full. The fluid is water at 50° F.
Part A
Sketch a cross-section of the pipe flowing half full, then calculate its hydraulic radius, Rh [ft].
Part B
Calculate the discharge, Q [ft³/s].](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc837c159-281c-429a-9ec5-8a70fc5b4137%2F4c5c4524-0abe-41d3-b79e-e93a40f6173c%2F6tbtsnb_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 4: Open Channel Flow
A circular pipeline stretches 202 miles from an initial elevation of 510 ft to a final elevation of
230 ft. The pipe (D = 3.0 ft) is made of concrete (A=0.0030 ft). The open channel flow is steady
and uniform such that the pipe is half full. The fluid is water at 50° F.
Part A
Sketch a cross-section of the pipe flowing half full, then calculate its hydraulic radius, Rh [ft].
Part B
Calculate the discharge, Q [ft³/s].
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