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Conveyance of Channel at End Sections at 2 Formula

GoConveyance of Channel for Non-Uniform Flow for End Section Formula

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

K 2 = (\frac{1}{n}) \cdot A 2 \cdot {R 2}^{\frac{2}{3}}

K₂ - Conveyance of Channel at End Sections at (2)?n - Manning’s Roughness Coefficient?A₂ - Area of Channel Section 2?R₂ - Hydraulics Radius of Channel Section 2?

Conveyance of Channel at End Sections at 2 Example

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Here is how the Conveyance of Channel at End Sections at 2 equation looks like with Values.

Here is how the Conveyance of Channel at End Sections at 2 equation looks like with Units.

Here is how the Conveyance of Channel at End Sections at 2 equation looks like.

1738.9539 = (\frac{1}{0.412}) \cdot 478 \cdot {1.835}^{\frac{2}{3}}

1738.9539 = (\frac{1}{0.412}) \cdot 478m² \cdot {1.835m}^{\frac{2}{3}}

1738.9539 = (\frac{1}{0.412}) \cdot 478 \cdot {1.835}^{\frac{2}{3}}

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Conveyance of Channel at End Sections at 2 Solution

Follow our step by step solution on how to calculate Conveyance of Channel at End Sections at 2?

FIRST Step Consider the formula

K 2 = (\frac{1}{n}) \cdot A 2 \cdot {R 2}^{\frac{2}{3}}

Next Step Substitute values of Variables

∴

K 2 = (\frac{1}{0.412}) \cdot 478m² \cdot {1.835m}^{\frac{2}{3}}

Next Step Prepare to Evaluate

∴

K 2 = (\frac{1}{0.412}) \cdot 478 \cdot {1.835}^{\frac{2}{3}}

Next Step Evaluate

∴

K 2 = 1738.95386281027

LAST Step Rounding Answer

∴

K 2 = 1738.9539

Conveyance of Channel at End Sections at 2 Formula Elements

Variables

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.

Symbol: K₂

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Conveyance of Channel at End Sections at (2)

Manning’s Roughness Coefficient

Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel.

Symbol: n

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Manning’s Roughness Coefficient

Area of Channel Section 2

Area of Channel Section 2 is the enclosed surface area, the product of length and breadth.

Symbol: A₂

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Area of Channel Section 2

Hydraulics Radius of Channel Section 2

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.

Symbol: R₂

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Hydraulics Radius of Channel Section 2

Other Formulas to find Conveyance of Channel at End Sections at (2)

Go Conveyance of Channel for Non-Uniform Flow for End Section

K 2 = \frac{{K avg}^{2}}{K 1}

Other formulas in Non Uniform Flow category

Go Conveyance of Channel at End Sections at 1

K 1 = (\frac{1}{n}) \cdot A 1 \cdot {R 1}^{\frac{2}{3}}

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

L = \frac{h f}{S favg}

Go Frictional Loss given Average Energy Slope

h f = S favg \cdot L

Go Average Energy Slope given Frictional Loss

S favg = \frac{h f}{L}

How to Evaluate Conveyance of Channel at End Sections at 2?

Conveyance of Channel at End Sections at 2 evaluator uses Conveyance of Channel at End Sections at (2) = (1/Manning’s Roughness Coefficient)*Area of Channel Section 2*Hydraulics Radius of Channel Section 2^(2/3) to evaluate the Conveyance of Channel at End Sections at (2), The Conveyance of Channel at End Sections at 2 formula is defined as the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics alone and is independent of the streambed slope. Conveyance of Channel at End Sections at (2) is denoted by K₂ symbol.

How to evaluate Conveyance of Channel at End Sections at 2 using this online evaluator? To use this online evaluator for Conveyance of Channel at End Sections at 2, enter Manning’s Roughness Coefficient (n), Area of Channel Section 2 (A₂) & Hydraulics Radius of Channel Section 2 (R₂) and hit the calculate button.

FAQs on Conveyance of Channel at End Sections at 2

What is the formula to find Conveyance of Channel at End Sections at 2?

The formula of Conveyance of Channel at End Sections at 2 is expressed as Conveyance of Channel at End Sections at (2) = (1/Manning’s Roughness Coefficient)*Area of Channel Section 2*Hydraulics Radius of Channel Section 2^(2/3). Here is an example- 105.5014 = (1/0.412)*478*1.835^(2/3).

How to calculate Conveyance of Channel at End Sections at 2?

With Manning’s Roughness Coefficient (n), Area of Channel Section 2 (A₂) & Hydraulics Radius of Channel Section 2 (R₂) we can find Conveyance of Channel at End Sections at 2 using the formula - Conveyance of Channel at End Sections at (2) = (1/Manning’s Roughness Coefficient)*Area of Channel Section 2*Hydraulics Radius of Channel Section 2^(2/3).

What are the other ways to Calculate Conveyance of Channel at End Sections at (2)?

Here are the different ways to Calculate Conveyance of Channel at End Sections at (2)-

Conveyance of Channel at End Sections at (2)=Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1)

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