Conveyance of Channel at End Sections at (1) in Slope Area Method Formulas

Conveyance of Channel at End Sections at (1) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics. And is denoted by K₁.

Formulas to find Conveyance of Channel at End Sections at (1) in Slope Area Method

fxConveyance of Channel at End Sections at 1Go

fxConveyance of Channel for Non-Uniform Flow for End SectionsGo

Slope Area Method formulas that make use of Conveyance of Channel at End Sections at (1)

fxAverage Conveyance of Channel for Non-Uniform FlowGo

fxConveyance of Channel for Non-Uniform Flow for End SectionGo

fxArea of Channel with known Conveyance of Channel at Section 1Go

List of variables in Slope Area Method formulas

fx Manning’s Roughness Coefficient Go

fx Area of Channel Section 1 Go

fx Hydraulics Radius of Channel Section 1 Go

fx Average Conveyance of Channel Go

fx Conveyance of Channel at End Sections at (2) Go

FAQ

What is the Conveyance of Channel at End Sections at (1)?

Conveyance of Channel at End Sections at (1) 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 (1) be negative?

{YesorNo}, the Conveyance of Channel at End Sections at (1), measured in {OutputVariableMeasurementName} {CanorCannot} be negative.

Let Others Know

✖

Facebook

Twitter

Copied!