A wood-stave pipe 120m long is to carry 3,400liters/sec across a ravine. Water enters one end of the pipe from an open flume, and discharge at the other end into another flume, and discharges at the other end into another flume. If the difference in elevation between the water surface in the flume is to be 1m, determine the necessary diameter of pipe, assuming well-designed transition (k=0.10, ke=0.20) and neglecting the effect of velocity in the flumes. Use f=0.013.
A wood-stave pipe 120m long is to carry 3,400liters/sec across a ravine. Water enters one end of the pipe from an open flume, and discharge at the other end into another flume, and discharges at the other end into another flume. If the difference in elevation between the water surface in the flume is to be 1m, determine the necessary diameter of pipe, assuming well-designed transition (k=0.10, ke=0.20) and neglecting the effect of velocity in the flumes. Use f=0.013.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A wood-stave pipe 120m long is to carry 3,400liters/sec across a ravine. Water enters one
end of the pipe from an open flume, and discharge at the other end into another flume, and
discharges at the other end into another flume. If the difference in elevation between the
water surface in the flume is to be 1m, determine the necessary diameter of pipe, assuming
well-designed transition (k=0.10, k=0.20) and neglecting the effect of velocity in the
flumes. Use f=0.013.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff1df469d-43c3-4fa0-bb60-e09473486ab3%2Fdbefea3a-4aa7-4e55-ac3a-f94ec8b214ea%2Fugq253l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A wood-stave pipe 120m long is to carry 3,400liters/sec across a ravine. Water enters one
end of the pipe from an open flume, and discharge at the other end into another flume, and
discharges at the other end into another flume. If the difference in elevation between the
water surface in the flume is to be 1m, determine the necessary diameter of pipe, assuming
well-designed transition (k=0.10, k=0.20) and neglecting the effect of velocity in the
flumes. Use f=0.013.
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