Fx Copy
LaTeX Copy
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
K2=(1n)A2R223
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

With values
With units
Only example

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.

1738.9539Edit=(10.412Edit)478Edit1.835Edit23
You are here -
HomeIcon Home » Category Engineering » Category Civil » Category Engineering Hydrology » fx Conveyance of Channel at End Sections at 2

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
K2=(1n)A2R223
Next Step Substitute values of Variables
K2=(10.412)4781.835m23
Next Step Prepare to Evaluate
K2=(10.412)4781.83523
Next Step Evaluate
K2=1738.95386281027
LAST Step Rounding Answer
K2=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.
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.
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:
Note: Value should be greater than 0.
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.

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

​Go Conveyance of Channel for Non-Uniform Flow for End Section
K2=Kavg2K1

Other formulas in Non Uniform Flow category

​Go Conveyance of Channel at End Sections at 1
K1=(1n)A1R123
​Go Length of Reach given Average Energy Slope for Non-Uniform Flow
L=hfSfavg
​Go Frictional Loss given Average Energy Slope
hf=SfavgL
​Go Average Energy Slope given Frictional Loss
Sfavg=hfL

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)OpenImg
Copied!