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

✖Average Conveyance of Channel on stage at a section may be determined empirically or by a standard friction law.ⓘ Average Conveyance of Channel [K_avg]			+10% -10%
✖Conveyance of Channel at End Sections at (1) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics.ⓘ Conveyance of Channel at End Sections at (1) [K₁]			+10% -10%

✖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 for Non-Uniform Flow for End Section [K₂]

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

STEP 0: Pre-Calculation Summary

Formula Used

Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1)
K₂ = K_avg^2/K₁
This formula uses 3 Variables

Variables Used

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

STEP 1: Convert Input(s) to Base Unit

Average Conveyance of Channel: 1780 --> No Conversion Required
Conveyance of Channel at End Sections at (1): 1824 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

K₂ = K_avg^2/K₁ --> 1780^2/1824

Evaluating ... ...

K₂ = 1737.06140350877

STEP 3: Convert Result to Output's Unit

1737.06140350877 --> No Conversion Required

FINAL ANSWER

1737.06140350877 ≈ 1737.061 <-- Conveyance of Channel at End Sections at (2)

(Calculation completed in 00.004 seconds)

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Coorg Institute of Technology (CIT), Coorg

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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

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

LaTeX Go

Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1)
K₂ = K_avg^2/K₁

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

Conveyance of Channel for Non-Uniform Flow for End Section calculator uses Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1) to calculate 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 calculate Conveyance of Channel for Non-Uniform Flow for End Section using this online calculator? To use this online calculator 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. Here is how the Conveyance of Channel for Non-Uniform Flow for End Section calculation can be explained with given input values -> 1737.061 = 1780^2/1824.

FAQ

What is Conveyance of Channel for Non-Uniform Flow for End Section?

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 and is represented as K₂ = K_avg^2/K₁ or Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1). Average Conveyance of Channel on stage at a section may be determined empirically or by a standard friction law & Conveyance of Channel at End Sections at (1) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics.

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

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 is calculated using Conveyance of Channel at End Sections at (2) = Average Conveyance of Channel^2/Conveyance of Channel at End Sections at (1). To calculate Conveyance of Channel for Non-Uniform Flow for End Section, you need Average Conveyance of Channel (K_avg) & Conveyance of Channel at End Sections at (1) (K₁). With our tool, you need to enter the respective value for Average Conveyance of Channel & Conveyance of Channel at End Sections at (1) and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Conveyance of Channel at End Sections at (2)?

In this formula, Conveyance of Channel at End Sections at (2) uses Average Conveyance of Channel & Conveyance of Channel at End Sections at (1). We can use 1 other way(s) to calculate the same, which is/are as follows -

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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