Conveyance of Channel at End Sections at (2) in Slope Area Method Formulas

Conveyance of Channel at End Sections at (2) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics. And is denoted by K₂.

Formulas to find Conveyance of Channel at End Sections at (2) in Slope Area Method

fxConveyance of Channel for Non-Uniform Flow for End SectionGo

fxConveyance of Channel at End Sections at 2Go

Slope Area Method formulas that make use of Conveyance of Channel at End Sections at (2)

fxAverage Conveyance of Channel for Non-Uniform FlowGo

fxConveyance of Channel for Non-Uniform Flow for End SectionsGo

fxArea of Channel with known Conveyance of Channel at Section 2Go

List of variables in Slope Area Method formulas

fx Average Conveyance of Channel Go

fx Conveyance of Channel at End Sections at (1) Go

fx Manning’s Roughness Coefficient Go

fx Area of Channel Section 2 Go

fx Hydraulics Radius of Channel Section 2 Go

FAQ

What is the Conveyance of Channel at End Sections at (2)?

Conveyance of Channel at End Sections at (2) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics.

Can the Conveyance of Channel at End Sections at (2) be negative?

{YesorNo}, the Conveyance of Channel at End Sections at (2), measured in {OutputVariableMeasurementName} {CanorCannot} be negative.

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