A compound channel has symmetric floodplains, each of which is 100 m wide with Manning's n = 0.06, and a main channel (n = 0.03), which is trapezoidal with a bot- tom width of 10 m, side slopes of 1.5:1, and a bank-full depth of 2.5 m. If the chan- nel slope is 0.001 and the total depth is 3.7 m, compute the uniform flow discharge using the divided channel method, first with a vertical interface both with and with- out wetted perimeter included for the main channel, then with a diagonal interface with wetted perimeter excluded.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A compound channel has symmetric floodplains, each of which is 100 m wide with
Manning's n = 0.06, and a main channel (n = 0.03), which is trapezoidal with a bot-
tom width of 10 m, side slopes of 1.5:1, and a bank-full depth of 2.5 m. If the chan-
nel slope is 0.001 and the total depth is 3.7 m, compute the uniform flow discharge
using the divided channel method, first with a vertical interface both with and with-
out wetted perimeter included for the main channel, then with a diagonal interface
with wetted perimeter excluded.
Transcribed Image Text:A compound channel has symmetric floodplains, each of which is 100 m wide with Manning's n = 0.06, and a main channel (n = 0.03), which is trapezoidal with a bot- tom width of 10 m, side slopes of 1.5:1, and a bank-full depth of 2.5 m. If the chan- nel slope is 0.001 and the total depth is 3.7 m, compute the uniform flow discharge using the divided channel method, first with a vertical interface both with and with- out wetted perimeter included for the main channel, then with a diagonal interface with wetted perimeter excluded.
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