2. A wide rectangular channel has normal depth of 3m at bed slope So = 0.005 and Maning's n = 0.015. When a weir was built at downstream, the depth of water behind weir increase of 3.5 m from normal depth due to the backwater occurrences. Calculate critical depth, y. and state the type of channel slope.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2. A wide rectangular channel has normal depth of 3m at bed slope So = 0.005 and Maning's n = 0.015.
When a weir was built at downstream, the depth of water behind weir increase of 3.5 m from normal
depth due to the backwater occurrences. Calculate critical depth, y. and state the type of channel
slope.
Transcribed Image Text:2. A wide rectangular channel has normal depth of 3m at bed slope So = 0.005 and Maning's n = 0.015. When a weir was built at downstream, the depth of water behind weir increase of 3.5 m from normal depth due to the backwater occurrences. Calculate critical depth, y. and state the type of channel slope.
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