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

GoConveyance of Channel at End Sections at 2 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{{K avg}^{2}}{K 1}

K₂ - Conveyance of Channel at End Sections at (2)?K_avg - Average Conveyance of Channel?K₁ - Conveyance of Channel at End Sections at (1)?

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

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Here is how the Conveyance of Channel for Non-Uniform Flow for End Section equation looks like with Values.

Here is how the Conveyance of Channel for Non-Uniform Flow for End Section equation looks like with Units.

Here is how the Conveyance of Channel for Non-Uniform Flow for End Section equation looks like.

1737.0614 = \frac{1780^{2}}{1824}

1737.0614 = \frac{1780^{2}}{1824}

1737.0614 = \frac{1780^{2}}{1824}

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

Follow our step by step solution on how to calculate Conveyance of Channel for Non-Uniform Flow for End Section?

FIRST Step Consider the formula

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

Next Step Substitute values of Variables

∴

K 2 = \frac{1780^{2}}{1824}

Next Step Prepare to Evaluate

∴

K 2 = \frac{1780^{2}}{1824}

Next Step Evaluate

∴

K 2 = 1737.06140350877

LAST Step Rounding Answer

∴

K 2 = 1737.0614

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

Average Conveyance of Channel

Average Conveyance of Channel on stage at a section may be determined empirically or by a standard friction law.

Symbol: K_avg

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Average Conveyance of Channel

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.

Symbol: K₁

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Conveyance of Channel at End Sections at (1)

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

Go Conveyance of Channel at End Sections at 2

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

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 for Non-Uniform Flow for End Section?

Conveyance of Channel for Non-Uniform Flow for End Section evaluator uses Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1) to evaluate the Conveyance of Channel at End Sections at (2), The Conveyance of Channel for Non-Uniform Flow for End Section 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 for Non-Uniform Flow for End Section using this online evaluator? To use this online evaluator for Conveyance of Channel for Non-Uniform Flow for End Section, enter Average Conveyance of Channel (K_avg) & Conveyance of Channel at End Sections at (1) (K₁) and hit the calculate button.

FAQs on Conveyance of Channel for Non-Uniform Flow for End Section

What is the formula to find Conveyance of Channel for Non-Uniform Flow for End Section?

The formula of Conveyance of Channel for Non-Uniform Flow for End Section is expressed as Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1). Here is an example- 1737.061 = 1780^2/1824.

How to calculate Conveyance of Channel for Non-Uniform Flow for End Section?

With Average Conveyance of Channel (K_avg) & Conveyance of Channel at End Sections at (1) (K₁) we can find Conveyance of Channel for Non-Uniform Flow for End Section using the formula - Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1).

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)=(1/Manning’s Roughness Coefficient)*Area of Channel Section 2*Hydraulics Radius of Channel Section 2^(2/3)

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

​GoConveyance of Channel at End Sections at 2 Formula

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

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

Conveyance of Channel for Non-Uniform Flow for End Section Formula Elements

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

Other formulas in Non Uniform Flow category

How to Evaluate Conveyance of Channel for Non-Uniform Flow for End Section?

FAQs on Conveyance of Channel for Non-Uniform Flow for End Section

Variable Name

GoConveyance of Channel at End Sections at 2 Formula