Fluid Mechanics Question An empirical equation for the velocity distribution in a horizontal, rectangular, open channel is given by u= umax(y/d)n where u is the velocity at a distance y feet above the floor of the channel. If the depth of flow is 1.2m, umax=3m/s, and n=1/6, what is the discharge in cubic meters per second per meter of width of the channel? What is the mean velocity?
Fluid Mechanics Question An empirical equation for the velocity distribution in a horizontal, rectangular, open channel is given by u= umax(y/d)n where u is the velocity at a distance y feet above the floor of the channel. If the depth of flow is 1.2m, umax=3m/s, and n=1/6, what is the discharge in cubic meters per second per meter of width of the channel? What is the mean velocity?
Chapter2: Loads On Structures
Section: Chapter Questions
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An empirical equation for the velocity distribution in a horizontal, rectangular, open channel is given by u= umax(y/d)n where u is the velocity at a distance y feet above the floor of the channel. If the depth of flow is 1.2m, umax=3m/s, and n=1/6, what is the discharge in cubic meters per second per meter of width of the channel? What is the mean velocity?
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