Eleven cubic meters per second of water are diverted through ports in the bottom of the channel between sections (1) and (2). Neglecting head losses and assuming a horizontal channel, what depth of water is to be expected at section (2)? What channel width at section (2) would be required to produce a depth of \(2.5 \mathrm{~m}\) ?

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33 m/s 2.4 m (x 4.5 m) 1 P11.18 y2 m (x 4.5 m). 22 m/s