Unformatted text preview: y = and 1 1.0m y = . When the hydraulic jump reaches the open end at 400m L = , a depression wave is reflected back. Determine the velocity of the leading and trailing edges of the depression wave that moves back through the channel, making note of significant assumptions. Is there a value 4 y for which a depression wave will not be reflected back into the channel? t = 4 1.2m y = 4 0m/s = 1 1.0m y = dam x 1 0m/s = depression wave hydraulic jump 1 2 J x...
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This note was uploaded on 07/08/2009 for the course ME 220b taught by Professor Bennett during the Winter '09 term at UCSB.
- Winter '09