A triangular concrete-lined channel (n=0.017) has a constant mild bed slope of 0.0015, side slopes of 1H:1V, and a normal flow depth of 2.60m. A sluice gate was installed along the triangular canal that immediately raised the flow depth to 5.0m. Perform the Graphical Method at an interval of 0.01m. Start iterating at y = 2.70m such that x = 0. Determine x at y = 5.00m. 1912.821m O 1904.821m 1923.821m 1918.821m

Structural Analysis
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Chapter2: Loads On Structures
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A triangular concrete-lined channel (n=0.017) has a constant mild bed slope of
0.0015, side slopes of 1H:1V, and a normal flow depth of 2.60m. A sluice gate was
installed along the triangular canal that immediately raised the flow depth to 5.0m.
Perform the Graphical Method at an interval of 0.01m. Start iterating at y = 2.70m
such that x = 0. Determine x at y = 5.00m.
1912.821m
1904.821m
1923.821m
1918.821m
Transcribed Image Text:A triangular concrete-lined channel (n=0.017) has a constant mild bed slope of 0.0015, side slopes of 1H:1V, and a normal flow depth of 2.60m. A sluice gate was installed along the triangular canal that immediately raised the flow depth to 5.0m. Perform the Graphical Method at an interval of 0.01m. Start iterating at y = 2.70m such that x = 0. Determine x at y = 5.00m. 1912.821m 1904.821m 1923.821m 1918.821m
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