Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 500+ 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 Function Determined by Manning’s Law
Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3) GO
Conveyance of the Channel for Uniform Flow
Conveyance Function=(1/Manning’s Roughness Coefficient)*Area of cross section*hydraulic radius^2/3 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 Chézy’s law Formula

Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2)
K=C*(A^3/2/P^1/2)
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 Manning’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 Chézy’s law?

In Fluid dynamics, the Chézy formula describes the mean flow velocity of turbulent open channel flow

How to Calculate Conveyance Function determined by Chézy’s law?

Conveyance Function determined by Chézy’s law calculator uses Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2) to calculate the Conveyance Function, Conveyance Function determined by Chézy’s law formula describes the mean flow velocity of turbulent open channel flow. Conveyance Function and is denoted by K symbol.

How to calculate Conveyance Function determined by Chézy’s law using this online calculator? To use this online calculator for Conveyance Function determined by Chézy’s law, enter Chézy’s Coefficients (C), Cross sectional area (A) and Wetted Perimeter (P) and hit the calculate button. Here is how the Conveyance Function determined by Chézy’s law calculation can be explained with given input values -> 3125 = 1*(10^3/2/0.08^1/2).

FAQ

What is Conveyance Function determined by Chézy’s law?
Conveyance Function determined by Chézy’s law formula describes the mean flow velocity of turbulent open channel flow and is represented as K=C*(A^3/2/P^1/2) or Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2). Chézy’s Coefficients is a function of the flow Reynolds Number - Re - and the relative roughness - ε/R - of 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 Chézy’s law?
Conveyance Function determined by Chézy’s law formula describes the mean flow velocity of turbulent open channel flow is calculated using Conveyance Function=Chézy’s Coefficients*(Cross sectional area^3/2/Wetted Perimeter^1/2). To calculate Conveyance Function determined by Chézy’s law, you need Chézy’s Coefficients (C), Cross sectional area (A) and Wetted Perimeter (P). With our tool, you need to enter the respective value for Chézy’s Coefficients, 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 Chézy’s Coefficients, Cross sectional area and Wetted Perimeter. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Conveyance Function=(1/Manning’s Roughness Coefficient)*(Cross sectional area)^(5/3)/(Wetted Perimeter)^(2/3)
  • 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)
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!