Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 400+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
Himanshi Sharma has verified this Calculator and 500+ more calculators!

11 Other formulas that you can solve using the same Inputs

Stress at Point y for a Curved Beam
Stress=((Bending Moment )/(Cross sectional area*Radius of Centroidal Axis))*(1+((Distance of Point from Centroidal Axis)/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis)))) GO
Bending Moment When Stress is Applied at Point y in a Curved Beam
Bending Moment =((Stress*Cross sectional area*Radius of Centroidal Axis)/(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))) GO
Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
Outermost Fiber Distance=(Total Unit Stress-(Axial Load/Cross sectional area))*Moment of Inertia about Neutral Axis/(Axial Load*Distance_from Load Applied) GO
Total Unit Stress in Eccentric Loading
Total Unit Stress=(Axial Load/Cross sectional area)+(Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis) GO
Maximum Bending Moment when Maximum Stress For Short Beams is Given
Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis GO
Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Axial Load when Maximum Stress For Short Beams is Given
Axial Load=Cross sectional area*(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Electric Current when Drift Velocity is Given
Electric Current=Number of free charge particles per unit volume*[Charge-e]*Cross sectional area*Drift Velocity GO
Resistance
Resistance=(Resistivity*Length of Conductor)/Cross sectional area GO
Centrifugal Stress
Centrifugal Stress=2*Tensile Stress*Cross sectional area GO
Rate of Flow
Rate of flow=Cross sectional area*Average Velocity GO

4 Other formulas that calculate the same Output

Conveyance of the Channel for Uniform Flow
Conveyance Function=(1/Manning’s Roughness Coefficient)*Area of cross section*hydraulic radius^2/3 GO
Conveyance Function determined by Chézy’s law
Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2) GO
Conveyance of the Channel when Energy Slope is Given
Conveyance Function=sqrt(Discharge^2/Energy Slope) GO
Conveyance of the Channel when Discharge in Non-Uniform Flow is Given
Conveyance Function=Discharge/sqrt(Energy Slope) GO

Conveyance Function Determined by Manning’s Law Formula

Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3)
K=(1/n)*(A)^(5/3)/(P)^(2/3)
More formulas
Depth at the Gauging Station GO
Cease-to-flow Depth when Depth at the Gauging Station given GO
Friction Slope GO
Instantaneous Discharge when Friction Slope is given GO
Conveyance Function determined by Chézy’s law GO
Diffusion Coefficient in Advection-diffusion flood routing GO
Discharge from Manning's equation GO
Cross-sectional area when Discharge is given from Manning's equation GO
Hydraulic Radius in Manning's formula GO
Hydraulic radius when Discharge is given in Manning equation GO
Slope of Gradient of the Stream bed when Discharge is given in Manning's equation GO
Mass flux computation GO
Instantaneous Discharge when Instantaneous Mass flux is given GO
Estimated Distance when Discharge is given in Tracer Method GO
Estimated Distance when Channel Width is given GO
Channel Width when Estimated Distance is given in Tracer Method GO
Water Table depth when Distance is given in Tracer Method GO
Surface Velocity of the river in Float Method GO
Mean River Velocity in Float Method GO
Manning’s Equation GO
Flow velocity in Continuous Discharge Measurements GO
Water Depth when Flow Velocity is given in Continuous Discharge Measurements GO

What is Manning’s Law?

The Manning equation is an empirical equation that describes the relationship between the velocity in a conduit and the channel geometry, slope, and a friction coefficient expressed as a Manning n.

How to Calculate Conveyance Function Determined by Manning’s Law?

Conveyance Function Determined by Manning’s Law calculator uses Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3) to calculate the Conveyance Function, Conveyance Function Determined by Manning’s Law is defined as an empirical equation that applies to uniform flow in open channels and is a function of the channel velocity. Conveyance Function and is denoted by K symbol.

How to calculate Conveyance Function Determined by Manning’s Law using this online calculator? To use this online calculator for Conveyance Function Determined by Manning’s Law, enter Manning’s Roughness Coefficient (n), Cross sectional area (A) and Wetted Perimeter (P) and hit the calculate button. Here is how the Conveyance Function Determined by Manning’s Law calculation can be explained with given input values -> 20833.33 = (1/0.012)*(10)^(5/3)/(0.08)^(2/3).

FAQ

What is Conveyance Function Determined by Manning’s Law?
Conveyance Function Determined by Manning’s Law is defined as an empirical equation that applies to uniform flow in open channels and is a function of the channel velocity and is represented as K=(1/n)*(A)^(5/3)/(P)^(2/3) or Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3). Manning’s Roughness Coefficient represents the roughness or friction applied to the flow by the channel, Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point and Wetted Perimeter is defined as the surface of the channel bottom and sides in direct contact with the aqueous body.
How to calculate Conveyance Function Determined by Manning’s Law?
Conveyance Function Determined by Manning’s Law is defined as an empirical equation that applies to uniform flow in open channels and is a function of the channel velocity is calculated using Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3). To calculate Conveyance Function Determined by Manning’s Law, you need Manning’s Roughness Coefficient (n), Cross sectional area (A) and Wetted Perimeter (P). With our tool, you need to enter the respective value for Manning’s Roughness Coefficient, Cross sectional area and Wetted Perimeter 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 Function?
In this formula, Conveyance Function uses Manning’s Roughness Coefficient, Cross sectional area and Wetted Perimeter. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2)
  • Conveyance Function=sqrt(Discharge^2/Energy Slope)
  • Conveyance Function=(1/Manning’s Roughness Coefficient)*Area of cross section*hydraulic radius^2/3
  • Conveyance Function=Discharge/sqrt(Energy Slope)
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