Question: The best hydraulic section for the channel described in Problem 6.9.3 turned out to bey = 4 . 95 ft (before free board) and b

The best hydraulic section for the channel described in Problem 6.9.3 turned out to bey = 4 . 95 ft (before free board) and b = 3. 00 ft. However, the depth is limited to 3. 5 ft because of a high water table at the site. Resize the channel section considering the depth limitation.

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