Conveyance of Channel at End Sections at 1 Calculator

✖Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel.ⓘ Manning’s Roughness Coefficient [n]			+10% -10%
✖Area of Channel Section 1 is the enclosed surface area, the product of length and breadth.ⓘ Area of Channel Section 1 [A₁]			+10% -10%
✖Hydraulics Radius of Channel Section 1 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.ⓘ Hydraulics Radius of Channel Section 1 [R₁]			+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]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Indirect Methods of Streamflow Measurement Formulas PDF PDF Image

Conveyance of Channel at End Sections at 1 Solution

STEP 0: Pre-Calculation Summary

Formula Used

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)
K₁ = (1/n)*A₁*R₁^(2/3)
This formula uses 4 Variables

Variables Used

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.
Manning’s Roughness Coefficient - Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel.
Area of Channel Section 1 - (Measured in Square Meter) - Area of Channel Section 1 is the enclosed surface area, the product of length and breadth.
Hydraulics Radius of Channel Section 1 - (Measured in Meter) - Hydraulics Radius of Channel Section 1 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.

STEP 1: Convert Input(s) to Base Unit

Manning’s Roughness Coefficient: 0.412 --> No Conversion Required
Area of Channel Section 1: 494 Square Meter --> 494 Square Meter No Conversion Required
Hydraulics Radius of Channel Section 1: 1.875 Meter --> 1.875 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

K₁ = (1/n)*A₁*R₁^(2/3) --> (1/0.412)*494*1.875^(2/3)

Evaluating ... ...

K₁ = 1823.18433605174

STEP 3: Convert Result to Output's Unit

1823.18433605174 --> No Conversion Required

FINAL ANSWER

1823.18433605174 ≈ 1823.184 <-- Conveyance of Channel at End Sections at (1)

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Engineering Hydrology » Indirect Methods of Streamflow Measurement » Slope Area Method » Non Uniform Flow » Conveyance of Channel at End Sections at 1

Credits

Created by Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 2000+ more calculators!

Verified by Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has verified this Calculator and 1700+ more calculators!

< 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 at End Sections at 1 Formula

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)
K₁ = (1/n)*A₁*R₁^(2/3)

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 at End Sections at 1?

Conveyance of Channel at End Sections at 1 calculator uses 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) to calculate the Conveyance of Channel at End Sections at (1), The Conveyance of Channel at End Sections at 1 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 (1) is denoted by K₁ symbol.

How to calculate Conveyance of Channel at End Sections at 1 using this online calculator? To use this online calculator for Conveyance of Channel at End Sections at 1, enter Manning’s Roughness Coefficient (n), Area of Channel Section 1 (A₁) & Hydraulics Radius of Channel Section 1 (R₁) and hit the calculate button. Here is how the Conveyance of Channel at End Sections at 1 calculation can be explained with given input values -> 110.7197 = (1/0.412)*494*1.875^(2/3).

FAQ

What is Conveyance of Channel at End Sections at 1?

The Conveyance of Channel at End Sections at 1 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 K₁ = (1/n)*A₁*R₁^(2/3) or 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). Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel, Area of Channel Section 1 is the enclosed surface area, the product of length and breadth & Hydraulics Radius of Channel Section 1 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.

How to calculate Conveyance of Channel at End Sections at 1?

The Conveyance of Channel at End Sections at 1 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 (1) = (1/Manning’s Roughness Coefficient)*Area of Channel Section 1*Hydraulics Radius of Channel Section 1^(2/3). To calculate Conveyance of Channel at End Sections at 1, you need Manning’s Roughness Coefficient (n), Area of Channel Section 1 (A₁) & Hydraulics Radius of Channel Section 1 (R₁). With our tool, you need to enter the respective value for Manning’s Roughness Coefficient, Area of Channel Section 1 & Hydraulics Radius of Channel Section 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 (1)?

In this formula, Conveyance of Channel at End Sections at (1) uses Manning’s Roughness Coefficient, Area of Channel Section 1 & Hydraulics Radius of Channel Section 1. We can use 1 other way(s) to calculate the same, which is/are as follows -

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

Home

FREE PDFs

🔍 Search