Area of Channel with known Conveyance of Channel at Section 2 Calculator

✖Conveyance of Channel at End Sections at (2) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics.ⓘ Conveyance of Channel at End Sections at (2) [K₂]			+10% -10%
✖Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel.ⓘ Manning’s Roughness Coefficient [n]			+10% -10%
✖Hydraulics Radius of Channel Section 2 is the ratio of the cross-sectional area of a channel or pipe in which a fluid is flowing to the wet perimeter of the conduit.ⓘ Hydraulics Radius of Channel Section 2 [R₂]			+10% -10%

✖Area of Channel Section 2 is the enclosed surface area, the product of length and breadth.ⓘ Area of Channel with known Conveyance of Channel at Section 2 [A₂]

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Area of Channel with known Conveyance of Channel at Section 2 Solution

STEP 0: Pre-Calculation Summary

Formula Used

Area of Channel Section 2 = (Conveyance of Channel at End Sections at (2)*Manning’s Roughness Coefficient)/Hydraulics Radius of Channel Section 2^(2/3)
A₂ = (K₂*n)/R₂^(2/3)
This formula uses 4 Variables

Variables Used

Area of Channel Section 2 - (Measured in Square Meter) - Area of Channel Section 2 is the enclosed surface area, the product of length and breadth.
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.
Manning’s Roughness Coefficient - Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel.
Hydraulics Radius of Channel Section 2 - (Measured in Meter) - Hydraulics Radius of Channel Section 2 is the ratio of the cross-sectional area of a channel or pipe in which a fluid is flowing to the wet perimeter of the conduit.

STEP 1: Convert Input(s) to Base Unit

Conveyance of Channel at End Sections at (2): 1738 --> No Conversion Required
Manning’s Roughness Coefficient: 0.412 --> No Conversion Required
Hydraulics Radius of Channel Section 2: 1.835 Meter --> 1.835 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

A₂ = (K₂*n)/R₂^(2/3) --> (1738*0.412)/1.835^(2/3)

Evaluating ... ...

A₂ = 477.737804186149

STEP 3: Convert Result to Output's Unit

477.737804186149 Square Meter --> No Conversion Required

FINAL ANSWER

477.737804186149 ≈ 477.7378 Square Meter <-- Area of Channel Section 2

(Calculation completed in 00.004 seconds)

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< Non Uniform Flow Calculators

Conveyance of Channel at End Sections at 1

LaTeX Go Conveyance of Channel at End Sections at (1) = (1/Manning’s Roughness Coefficient)*Area of Channel Section 1*Hydraulics Radius of Channel Section 1^(2/3)

Length of Reach given Average Energy Slope for Non-Uniform Flow

LaTeX Go Reach = Frictional Loss/Average Energy Slope

Frictional Loss given Average Energy Slope

LaTeX Go Frictional Loss = Average Energy Slope*Reach

Average Energy Slope given Frictional Loss

LaTeX Go Average Energy Slope = Frictional Loss/Reach

Area of Channel with known Conveyance of Channel at Section 2 Formula

LaTeX Go

Area of Channel Section 2 = (Conveyance of Channel at End Sections at (2)*Manning’s Roughness Coefficient)/Hydraulics Radius of Channel Section 2^(2/3)
A₂ = (K₂*n)/R₂^(2/3)

What is Slope Area method?

Slope Area method is when discharge is computed on the basis of a uniform flow equation involving channel characteristics, water surface profile and a roughness coefficient. The drop in water surface profile for a uniform reach of channel represents losses caused by bed roughness.

What is non-uniform flow?

Flow is said to be non-uniform, when there is a change in the velocity of the flow at different points in a flowing fluid, for a given time. For example, the flow of liquids under pressure through long pipelines of varying diameters is referred to as non-uniform flow.

How to Calculate Area of Channel with known Conveyance of Channel at Section 2?

Area of Channel with known Conveyance of Channel at Section 2 calculator uses Area of Channel Section 2 = (Conveyance of Channel at End Sections at (2)*Manning’s Roughness Coefficient)/Hydraulics Radius of Channel Section 2^(2/3) to calculate the Area of Channel Section 2, The Area of Channel with known Conveyance of Channel at Section 2 formula is defined as representing the area of a stream cross-section based upon its geometry and roughness characteristics alone and is independent of the streambed slope. Area of Channel Section 2 is denoted by A₂ symbol.

How to calculate Area of Channel with known Conveyance of Channel at Section 2 using this online calculator? To use this online calculator for Area of Channel with known Conveyance of Channel at Section 2, enter Conveyance of Channel at End Sections at (2) (K₂), Manning’s Roughness Coefficient (n) & Hydraulics Radius of Channel Section 2 (R₂) and hit the calculate button. Here is how the Area of Channel with known Conveyance of Channel at Section 2 calculation can be explained with given input values -> 477.7378 = (1738*0.412)/1.835^(2/3).

FAQ

What is Area of Channel with known Conveyance of Channel at Section 2?

The Area of Channel with known Conveyance of Channel at Section 2 formula is defined as representing the area of a stream cross-section based upon its geometry and roughness characteristics alone and is independent of the streambed slope and is represented as A₂ = (K₂*n)/R₂^(2/3) or Area of Channel Section 2 = (Conveyance of Channel at End Sections at (2)*Manning’s Roughness Coefficient)/Hydraulics Radius of Channel Section 2^(2/3). Conveyance of Channel at End Sections at (2) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics, Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel & Hydraulics Radius of Channel Section 2 is the ratio of the cross-sectional area of a channel or pipe in which a fluid is flowing to the wet perimeter of the conduit.

How to calculate Area of Channel with known Conveyance of Channel at Section 2?

The Area of Channel with known Conveyance of Channel at Section 2 formula is defined as representing the area of a stream cross-section based upon its geometry and roughness characteristics alone and is independent of the streambed slope is calculated using Area of Channel Section 2 = (Conveyance of Channel at End Sections at (2)*Manning’s Roughness Coefficient)/Hydraulics Radius of Channel Section 2^(2/3). To calculate Area of Channel with known Conveyance of Channel at Section 2, you need Conveyance of Channel at End Sections at (2) (K₂), Manning’s Roughness Coefficient (n) & Hydraulics Radius of Channel Section 2 (R₂). With our tool, you need to enter the respective value for Conveyance of Channel at End Sections at (2), Manning’s Roughness Coefficient & Hydraulics Radius of Channel Section 2 and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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