Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Diameter of Pipe When Head Loss due to Laminar Flow is Given
Diameter of Pipe=((128*Viscous Force*Rate of flow*Length of Pipe)/(specific weight of liquid*pi*Head loss))^(1/4) GO
Specific Weight of Liquid When Head loss Due to Laminar Flow is Given
specific weight of liquid=(128*Viscous Force*Rate of flow*Length of Pipe)/(Head loss*pi*(Diameter of Pipe)^(4)) GO
Head loss due to Laminar Flow
Head loss=(128*Viscous Force*Rate of flow*Length of Pipe)/(specific weight of liquid*pi*(Diameter of Pipe)^(4)) GO
Viscous Force When Head loss Due to Laminar Flow is Given
Viscous Force=Head loss*specific weight of liquid*pi*(Diameter of Pipe^4)/(128*Rate of flow*Length of Pipe) GO
Length of Pipe When Head loss is Given
Length of Pipe=Head loss*specific weight of liquid*pi*(Diameter of Pipe^4)/(128*Rate of flow*Viscous Force) GO
Coefficient of Permeability when Rate of Flow of Water is Given
Coefficient of permeability=(Rate of flow/(Hydraulic gradient*Cross sectional area)) GO
Hydraulic Gradient when Rate of Flow of Water is Given
Hydraulic gradient=(Rate of flow/(Coefficient of permeability*Cross sectional area)) GO
Rate of Flow of Water Through Saturated Soil according to Darcy's Law
Rate of flow=(Coefficient of permeability*Hydraulic gradient*Cross sectional area) GO
Specific Weight of Liquid When Hydraulic Transmission Power is Given
specific weight of liquid=Power/(Rate of flow*(Total Head at Entrance-Head loss)) GO
Hydraulic Transmission of Power
Power=specific weight of liquid*Rate of flow*(Total Head at Entrance-Head loss) GO
Power Required to Overcome the Frictional Resistance in Laminar Flow
Power=specific weight of liquid*Rate of flow*Head loss GO

11 Other formulas that calculate the same Output

Cross-Sectional Area When Stress is Applied at Point y in a Curved Beam
Cross sectional area=(Bending Moment /(Stress*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
Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given
Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))) GO
Cross-Sectional Area when Total Unit Stress in Eccentric Loading is Given
Cross sectional area=Axial Load/(Total Unit Stress-((Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis))) GO
Cross-sectional area of the rod if stress induced in rod due to impact load is known
Cross sectional area=(2*Modulus Of Elasticity*Load Dropped(Impact Load)*Height through which load is dropped)/(Length of Rod*(Stress induced^2)) GO
Cross-Sectional Area when Elastic Critical Buckling Load is Given
Cross sectional area=(Critical Buckling Load*((Coefficient for Column End Conditions*Length/Radius of gyration)^2))/((pi^2)*Young's Modulus) GO
Cross-Sectional Area when Maximum Stress For Short Beams is Given
Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Tape Cross-Sectional Area when Temperature Corrections for Nonstandard Tension is Given
Cross sectional area=((Pull on Tape-Total Tension)*Unsupported length)/(Temperature correction*Modulus of elasticity) GO
Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given
Cross sectional area=Torsional buckling load*Polar moment of Inertia/(Shear Modulus of Elasticity*Torsion constant) GO
Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given
Cross sectional area=Critical Buckling Load*(Slenderness Ratio^2)/((pi^2)*Young's Modulus) GO
Total Cross-Sectional Area of Tensile Reinforcing
Cross sectional area=8*Bending moment/(7*Reinforcement Stress*Depth of the Beam) GO
Area when water flow equation is given
Cross sectional area=water flow/flow velocity GO

Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given Formula

Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient))
A=(Q/(k*i))
More formulas
Volume of Soil for Sand Filling in Sand Cone Method GO
Weight of Sand Filling Hole when Volume of Soil for Sand Filling in Sand Cone Method is Given GO
Density of Sand when Volume of Soil for Sand Filling in Sand Cone Method is Given GO
Percent Moisture in Sand Cone Method GO
Weight of Moist Soil when Percent Moisture in Sand Cone Method is Given GO
Weight of Dry Soil when Percent Moisture in Sand Cone Method is Given GO
Field Density in Sand Cone Method GO
Weight of Soil when Field Density in Sand Cone Method is Given GO
Volume of Soil when Field Density in Sand Cone Method is Given GO
Dry Density of Soil in Sand Cone Method GO
Field Density of Soil when Dry Density of Soil in Sand Cone Method is Given GO
Percent Moisture Content when Dry Density of Soil in Sand Cone Method is Given GO
Settlement of Full Size Footing in Load Bearing Test GO
Percent Compaction of Soil in Sand Cone Method GO
Dry Density of Soil when Percent Compaction of Soil in Sand Cone Method is Given GO
Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given GO
Settlement of a Plate in Load Bearing Test GO
Width of Full Size Bearing Plate in Load Bearing Test GO
California Bearing Ratio for Strength of Soil that Underlies a Pavement GO
Force per Unit Area Required to Penetrate a Soil Mass with a Circular Piston when CBR is Given GO
Force per Unit Area Required for Penetration of a Standard Material when CBR is Given GO
Rate of Flow of Water Through Saturated Soil according to Darcy's Law GO
Coefficient of Permeability when Rate of Flow of Water is Given GO
Hydraulic Gradient when Rate of Flow of Water is Given GO

What is darcy's law ?

Darcy's law is an equation that describes the flow of a fluid through a porous medium. The law was formulated by Henry Darcy based on results of experiments on the flow of water through beds of sand, forming the basis of hydrogeology, a branch of earth sciences.

How to Calculate Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given?

Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given calculator uses Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient)) to calculate the Cross sectional area, The Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given calculates the value of area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow. Cross sectional area and is denoted by A symbol.

How to calculate Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given using this online calculator? To use this online calculator for Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given, enter Rate of flow (Q), Coefficient of permeability (k) and Hydraulic gradient (i) and hit the calculate button. Here is how the Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given calculation can be explained with given input values -> 50 = (10/(0.1*2)).

FAQ

What is Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given?
The Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given calculates the value of area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow and is represented as A=(Q/(k*i)) or Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient)). Rate of flow is the rate at which a liquid or other substance flows through a particular channel, pipe, etc, Coefficient of permeability of a soil describes how easily a liquid will move through a soil and Hydraulic gradient is a specific measurement of liquid pressure above a vertical datum.
How to calculate Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given?
The Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given calculates the value of area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow is calculated using Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient)). To calculate Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given, you need Rate of flow (Q), Coefficient of permeability (k) and Hydraulic gradient (i). With our tool, you need to enter the respective value for Rate of flow, Coefficient of permeability and Hydraulic gradient 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 Cross sectional area?
In this formula, Cross sectional area uses Rate of flow, Coefficient of permeability and Hydraulic gradient. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Cross sectional area=(Bending Moment /(Stress*Radius of Centroidal Axis))*(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))
  • Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia))
  • Cross sectional area=Axial Load/(Total Unit Stress-((Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis)))
  • Cross sectional area=Critical Buckling Load*(Slenderness Ratio^2)/((pi^2)*Young's Modulus)
  • Cross sectional area=(Critical Buckling Load*((Coefficient for Column End Conditions*Length/Radius of gyration)^2))/((pi^2)*Young's Modulus)
  • Cross sectional area=Torsional buckling load*Polar moment of Inertia/(Shear Modulus of Elasticity*Torsion constant)
  • Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2)))
  • Cross sectional area=8*Bending moment/(7*Reinforcement Stress*Depth of the Beam)
  • Cross sectional area=((Pull on Tape-Total Tension)*Unsupported length)/(Temperature correction*Modulus of elasticity)
  • Cross sectional area=(2*Modulus Of Elasticity*Load Dropped(Impact Load)*Height through which load is dropped)/(Length of Rod*(Stress induced^2))
  • Cross sectional area=water flow/flow velocity
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