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) - Coefficient of Permeability is a measure of the ability of a porous material to allow fluids to pass through it. It is a key parameter which deals with the movement, distribution of water resources.
Apparent Velocity of Seepage - (Measured in Meter per Second) - Apparent Velocity of Seepage is the velocity at which groundwater moves through the porous medium, as observed over a larger scale.
Hydraulic Gradient - Hydraulic Gradient is the slope of the hydraulic head (or piezometric head) along the direction of flow in a given medium.
STEP 1: Convert Input(s) to Base Unit
Apparent Velocity of Seepage: 23.99 Meter per Second --> 23.99 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 --> 23.99/2.4
Evaluating ... ...
K'' = 9.99583333333333
STEP 3: Convert Result to Output's Unit
9.99583333333333 Meter per Second --> No Conversion Required
FINAL ANSWER
9.99583333333333 9.995833 Meter per Second <-- Coefficient of Permeability
(Calculation completed in 00.004 seconds)

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Darcy's Law Calculators

Darcy's Law
​ LaTeX ​ Go Flow Rate = Hydraulic Conductivity*Cross Sectional Area*Hydraulic Gradient
Coefficient of Permeability when Apparent Velocity of Seepage is considered
​ LaTeX ​ Go Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient
Apparent Velocity of Seepage
​ LaTeX ​ Go Apparent Velocity of Seepage = Coefficient of Permeability*Hydraulic Gradient
Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered
​ LaTeX ​ Go Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium

Coefficient of Permeability when Apparent Velocity of Seepage is considered Formula

​LaTeX ​Go
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 formula is defined as the ability of a porous material to allow fluids to pass through it. When the apparent velocity of seepage is considered, the coefficient of permeability quantifies the ease with which water can move through the soil or rock, taking into account the actual velocity of the water flow as observed in the field. 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 -> 9.995833 = 23.99/2.4.

FAQ

What is Coefficient of Permeability when Apparent Velocity of Seepage is considered?
The Coefficient of Permeability when Apparent Velocity of Seepage is considered formula is defined as the ability of a porous material to allow fluids to pass through it. When the apparent velocity of seepage is considered, the coefficient of permeability quantifies the ease with which water can move through the soil or rock, taking into account the actual velocity of the water flow as observed in the field and is represented as K'' = V/dhds or Coefficient of Permeability = Apparent Velocity of Seepage/Hydraulic Gradient. Apparent Velocity of Seepage is the velocity at which groundwater moves through the porous medium, as observed over a larger scale & Hydraulic Gradient is the slope of the hydraulic head (or piezometric head) along the direction of flow in a given medium.
How to calculate Coefficient of Permeability when Apparent Velocity of Seepage is considered?
The Coefficient of Permeability when Apparent Velocity of Seepage is considered formula is defined as the ability of a porous material to allow fluids to pass through it. When the apparent velocity of seepage is considered, the coefficient of permeability quantifies the ease with which water can move through the soil or rock, taking into account the actual velocity of the water flow as observed in the field 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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