Average Conveyance of Channel for Non-Uniform Flow Calculator

✖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 at End Sections at (2) [K₂]			+10% -10%

✖Average Conveyance of Channel on stage at a section may be determined empirically or by a standard friction law.ⓘ Average Conveyance of Channel for Non-Uniform Flow [K_avg]

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Formula

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Average Conveyance of Channel for Non-Uniform Flow

Formula

`"K"_{"avg"} = sqrt("K"_{"1"}*"K"_{"2"})`

Example

`"1780.481"=sqrt("1824"*"1738")`

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Average Conveyance of Channel for Non-Uniform Flow Solution

STEP 0: Pre-Calculation Summary

Formula Used

Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2))
K_avg = sqrt(K₁*K₂)
This formula uses 1 Functions, 3 Variables

Functions Used

sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)

Variables Used

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.
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.

STEP 1: Convert Input(s) to Base Unit

Conveyance of Channel at End Sections at (1): 1824 --> No Conversion Required
Conveyance of Channel at End Sections at (2): 1738 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

K_avg = sqrt(K₁*K₂) --> sqrt(1824*1738)

Evaluating ... ...

K_avg = 1780.48083393223

STEP 3: Convert Result to Output's Unit

1780.48083393223 --> No Conversion Required

FINAL ANSWER

1780.48083393223 ≈ 1780.481 <-- Average Conveyance of Channel

(Calculation completed in 00.005 seconds)

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Coorg Institute of Technology (CIT), Coorg

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< 13 Non-Uniform Flow Calculators

Conveyance of Channel at End Sections at 1

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)

Conveyance of Channel at End Sections at 2

Go 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)

Area of Channel with known Conveyance of Channel at Section 1

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

Area of Channel with known Conveyance of Channel at Section 2

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)

Average Conveyance of Channel for Non-Uniform Flow

Go Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2))

Conveyance of Channel for Non-Uniform Flow for End Sections

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

Conveyance of Channel for Non-Uniform Flow for End Section

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

Conveyance of Channel given Discharge in Non-Uniform Flow

Go Conveyance Function = Discharge/sqrt(Average Energy Slope)

Discharge in Non-Uniform Flow by Conveyance Method

Go Discharge = Conveyance Function*sqrt(Average Energy Slope)

Average Energy Slope given Average Conveyance for Non-Uniform Flow

Go Average Energy Slope = Discharge^2/Conveyance Function^2

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

Go Reach = Frictional Loss/Average Energy Slope

Frictional Loss given Average Energy Slope

Go Frictional Loss = Average Energy Slope*Reach

Average Energy Slope given Frictional Loss

Go Average Energy Slope = Frictional Loss/Reach

Average Conveyance of Channel for Non-Uniform Flow Formula

Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2))
K_avg = sqrt(K₁*K₂)

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 Average Conveyance of Channel for Non-Uniform Flow?

Average Conveyance of Channel for Non-Uniform Flow calculator uses Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2)) to calculate the Average Conveyance of Channel, The Average Conveyance of Channel for Non-Uniform Flow formula is defined as the carrying capacity of a stream cross-section based on its geometry and roughness characteristics alone and is independent of the streambed slope. Average Conveyance of Channel is denoted by K_avg symbol.

How to calculate Average Conveyance of Channel for Non-Uniform Flow using this online calculator? To use this online calculator for Average Conveyance of Channel for Non-Uniform Flow, enter Conveyance of Channel at End Sections at (1) (K₁) & Conveyance of Channel at End Sections at (2) (K₂) and hit the calculate button. Here is how the Average Conveyance of Channel for Non-Uniform Flow calculation can be explained with given input values -> 1780.481 = sqrt(1824*1738).

FAQ

What is Average Conveyance of Channel for Non-Uniform Flow?

The Average Conveyance of Channel for Non-Uniform Flow formula is defined as the carrying capacity of a stream cross-section based on its geometry and roughness characteristics alone and is independent of the streambed slope and is represented as K_avg = sqrt(K₁*K₂) or Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2)). 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 (2) represents the carrying capacity of a stream cross-section based upon its geometry and roughness characteristics.

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

The Average Conveyance of Channel for Non-Uniform Flow formula is defined as the carrying capacity of a stream cross-section based on its geometry and roughness characteristics alone and is independent of the streambed slope is calculated using Average Conveyance of Channel = sqrt(Conveyance of Channel at End Sections at (1)*Conveyance of Channel at End Sections at (2)). To calculate Average Conveyance of Channel for Non-Uniform Flow, you need Conveyance of Channel at End Sections at (1) (K₁) & Conveyance of Channel at End Sections at (2) (K₂). With our tool, you need to enter the respective value for Conveyance of Channel at End Sections at (1) & Conveyance of Channel at End Sections at (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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