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The document contains 8 problems related to open channel flow hydraulics: 1. Find the wetted perimeter and bed slope of a trapezoidal channel carrying 15m3/s of water with 1:1.5 side slopes and a maximum velocity of 1m/s. 2. Calculate the expansion in width needed for flow in a rectangular channel to remain at 10ft/s when there is a 2ft upward step in the bed. 3. Calculate the critical depth and specific energy for given discharges in various channel shapes. 4. Determine the maximum hump height and min

Author

Zerihun Ibrahim

Language

EN