A rectangular channel 4.0 m wide is laid a bed slope of 0.0008. A discharge of 15.0 m₽/ flows in the channel as a non-uniform flow. If the depth at a section P is 2.5 m, calculate the distance to the section R where the depth of flow is 2.75 m. [Manning's n=0.020]. Use direct-step method and take one step.
A rectangular channel 4.0 m wide is laid a bed slope of 0.0008. A discharge of 15.0 m₽/ flows in the channel as a non-uniform flow. If the depth at a section P is 2.5 m, calculate the distance to the section R where the depth of flow is 2.75 m. [Manning's n=0.020]. Use direct-step method and take one step.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular channel 4.0 m wide is laid a bed slope of 0.0008. A discharge of 15.0 m₽/ flows in the channel as a non-uniform flow. If the depth at a section P is 2.5 m, calculate the distance to the section R where the depth of flow is 2.75 m. [Manning's n=0.020]. Use direct-step method and take one step.
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