Coefficient of Permeability when Apparent Velocity of Seepage is considered Calculator

✖Apparent Velocity of Seepage is velocity with which groundwater moves through the bulk of the porous medium.ⓘ Apparent Velocity of Seepage [V]			+10% -10%
✖Hydraulic Gradient due to gravity is the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.ⓘ Hydraulic Gradient [dhds]			+10% -10%

✖The coefficient of permeability is the velocity in m or cm/s of water through soils. Fine-grained soils have values (of 10-8m/sec) or sand and gravel could be (10-4m/sec).ⓘ Coefficient of Permeability when Apparent Velocity of Seepage is considered [K]

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Coefficient of Permeability when Apparent Velocity of Seepage is considered

Formula

`"K" = "V"/"dhds"`

Example

`"10m/s"="24m/s"/"2.4"`

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Coefficient of Permeability when Apparent Velocity of Seepage is considered Solution

STEP 0: Pre-Calculation Summary

Formula Used

Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient
K = V/dhds
This formula uses 3 Variables

Variables Used

Coefficient of Permeability - (Measured in Meter per Second) - The coefficient of permeability is the velocity in m or cm/s of water through soils. Fine-grained soils have values (of 10-8m/sec) or sand and gravel could be (10-4m/sec).
Apparent Velocity of Seepage - (Measured in Meter per Second) - Apparent Velocity of Seepage is velocity with which groundwater moves through the bulk of the porous medium.
Hydraulic Gradient - Hydraulic Gradient due to gravity is the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.

STEP 1: Convert Input(s) to Base Unit

Apparent Velocity of Seepage: 24 Meter per Second --> 24 Meter per Second No Conversion Required
Hydraulic Gradient: 2.4 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

K = V/dhds --> 24/2.4

Evaluating ... ...

K = 10

STEP 3: Convert Result to Output's Unit

10 Meter per Second --> No Conversion Required

FINAL ANSWER

10 Meter per Second <-- Coefficient of Permeability

(Calculation completed in 00.004 seconds)

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< 11 Darcy's Law Calculators

Representative Particle Size given Reynolds Number of Value Unity

Go Representative Particle Size = (Reynolds Number*Kinematic Viscosity)/Apparent Velocity of Seepage

Kinematic Viscosity of Water given Reynolds Number of Value Unity

Go Kinematic Viscosity = (Apparent Velocity of Seepage*Representative Particle Size)/Reynolds Number

Apparent Velocity of Seepage given Reynolds Number of Value Unity

Go Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size

Reynolds Number of Value Unity

Go Reynolds Number = (Apparent Velocity of Seepage*Representative Particle Size)/Kinematic Viscosity

Darcy's Law

Go Rate of Flow = -Hydraulic Conductivity*Cross-Sectional Area*Hydraulic Gradient

Apparent velocity of seepage when discharge and cross-sectional area are considered

Go Apparent Velocity of Seepage = Discharge/Cross section area of the porous medium

Coefficient of Permeability when Apparent Velocity of Seepage is considered

Go Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient

Hydraulic Gradient when Apparent Velocity of Seepage is considered

Go Hydraulic Gradient = Apparent Velocity of Seepage/Coefficient of Permeability

Apparent Velocity of Seepage

Go Apparent Velocity of Seepage = Coefficient of Permeability*Hydraulic Gradient

Apparent Velocity and Bulk Pore Velocity Relationship

Go Apparent Velocity of Seepage = Bulk Pore Velocity*Porosity of soil

Bulk Pore Velocity

Go Bulk Pore Velocity = Apparent Velocity of Seepage/Porosity of soil

Coefficient of Permeability when Apparent Velocity of Seepage is considered Formula

Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient
K = V/dhds

What is Darcy's Law in Hydrology?

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.

How to Calculate Coefficient of Permeability when Apparent Velocity of Seepage is considered?

Coefficient of Permeability when Apparent Velocity of Seepage is considered calculator uses Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient to calculate the Coefficient of Permeability, The Coefficient of Permeability when Apparent Velocity of Seepage is considered defines how easily a liquid will move through the soil. It is also commonly referred to as the hydraulic conductivity of the soil. This factor can be affected by the viscosity, or thickness(fluidity) of a liquid and its density. Coefficient of Permeability is denoted by K symbol.

How to calculate Coefficient of Permeability when Apparent Velocity of Seepage is considered using this online calculator? To use this online calculator for Coefficient of Permeability when Apparent Velocity of Seepage is considered, enter Apparent Velocity of Seepage (V) & Hydraulic Gradient (dhds) and hit the calculate button. Here is how the Coefficient of Permeability when Apparent Velocity of Seepage is considered calculation can be explained with given input values -> 10 = 24/2.4.

FAQ

What is Coefficient of Permeability when Apparent Velocity of Seepage is considered?

The Coefficient of Permeability when Apparent Velocity of Seepage is considered defines how easily a liquid will move through the soil. It is also commonly referred to as the hydraulic conductivity of the soil. This factor can be affected by the viscosity, or thickness(fluidity) of a liquid and its density and is represented as K = V/dhds or Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient. Apparent Velocity of Seepage is velocity with which groundwater moves through the bulk of the porous medium & Hydraulic Gradient due to gravity is the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.

How to calculate Coefficient of Permeability when Apparent Velocity of Seepage is considered?

The Coefficient of Permeability when Apparent Velocity of Seepage is considered defines how easily a liquid will move through the soil. It is also commonly referred to as the hydraulic conductivity of the soil. This factor can be affected by the viscosity, or thickness(fluidity) of a liquid and its density is calculated using Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient. To calculate Coefficient of Permeability when Apparent Velocity of Seepage is considered, you need Apparent Velocity of Seepage (V) & Hydraulic Gradient (dhds). With our tool, you need to enter the respective value for Apparent Velocity of Seepage & Hydraulic Gradient and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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