2.3. The upstream conditions in a rectangular channel are the same as in Exercise 2.1 with a smooth contraction in width from 10 ft to 8 ft. How much should the channel bottom drop to maintain a constant water surface elevation through the transition? (Head loss coefficient = 0)

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Chapter2: Loads On Structures
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2.3. The upstream conditions in a rectangular channel are the same as in Exercise 2.1 with
a smooth contraction in width from 10 ft to 8 ft. How much should the channel bottom
drop to maintain a constant water surface elevation through the transition? (Head loss
coefficient = 0)
Transcribed Image Text:2.3. The upstream conditions in a rectangular channel are the same as in Exercise 2.1 with a smooth contraction in width from 10 ft to 8 ft. How much should the channel bottom drop to maintain a constant water surface elevation through the transition? (Head loss coefficient = 0)
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