Demonstrate that the contraction scour can be classified as being “live-bed” at a bridge that crosses a stream bed of fine gravel (D50 = 0.0196-ft) when the stream is flowing at 6.8 ft/sec at a depth of 8.5 ft upstream of the contraction
Demonstrate that the contraction scour can be classified as being “live-bed” at a bridge that crosses a stream bed of fine gravel (D50 = 0.0196-ft) when the stream is flowing at 6.8 ft/sec at a depth of 8.5 ft upstream of the contraction
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Demonstrate that the contraction scour can be classified as being “live-bed” at a bridge that crosses a stream bed of fine gravel (D50 = 0.0196-ft) when the stream is flowing at 6.8 ft/sec at a depth of 8.5 ft upstream of the contraction?
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