Apparent Velocity of Seepage given Reynolds Number of Value Unity Solution

STEP 0: Pre-Calculation Summary
Formula Used
Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size
V = (Re*ν)/da
This formula uses 4 Variables
Variables Used
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.
Reynolds Number - The Reynolds number is the ratio of inertial forces to viscous forces within a fluid which is subjected to relative internal movement due to different fluid velocities. A region where these forces change behavior is known as a boundary layer, such as the bounding surface in the interior of a pipe.
Kinematic Viscosity - (Measured in Square Meter per Second) - The kinematic Viscosity is an atmospheric variable defined as the ratio between the dynamic viscosity μ and the density ρ of the fluid.
Representative Particle Size - (Measured in Meter) - Representative Particle Size da which is equally equal to d10.
STEP 1: Convert Input(s) to Base Unit
Reynolds Number: 5000 --> No Conversion Required
Kinematic Viscosity: 7.25 Stokes --> 0.000725 Square Meter per Second (Check conversion here)
Representative Particle Size: 0.151 Meter --> 0.151 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
V = (Re*ν)/da --> (5000*0.000725)/0.151
Evaluating ... ...
V = 24.0066225165563
STEP 3: Convert Result to Output's Unit
24.0066225165563 Meter per Second --> No Conversion Required
FINAL ANSWER
24.0066225165563 24.00662 Meter per Second <-- Apparent Velocity of Seepage
(Calculation completed in 00.020 seconds)

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7 Darcy's Law Calculators

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

Apparent Velocity of Seepage given Reynolds Number of Value Unity Formula

Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size
V = (Re*ν)/da

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, a branch of earth sciences.

How to Calculate Apparent Velocity of Seepage given Reynolds Number of Value Unity?

Apparent Velocity of Seepage given Reynolds Number of Value Unity calculator uses Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size to calculate the Apparent Velocity of Seepage, Apparent Velocity of Seepage given Reynolds Number of Value Unity is defined as velocity with which groundwater moves through bulk of porous medium. Apparent Velocity of Seepage is denoted by V symbol.

How to calculate Apparent Velocity of Seepage given Reynolds Number of Value Unity using this online calculator? To use this online calculator for Apparent Velocity of Seepage given Reynolds Number of Value Unity, enter Reynolds Number (Re), Kinematic Viscosity (ν) & Representative Particle Size (da) and hit the calculate button. Here is how the Apparent Velocity of Seepage given Reynolds Number of Value Unity calculation can be explained with given input values -> 24.00662 = (5000*0.000725)/0.151.

FAQ

What is Apparent Velocity of Seepage given Reynolds Number of Value Unity?
Apparent Velocity of Seepage given Reynolds Number of Value Unity is defined as velocity with which groundwater moves through bulk of porous medium and is represented as V = (Re*ν)/da or Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size. The Reynolds number is the ratio of inertial forces to viscous forces within a fluid which is subjected to relative internal movement due to different fluid velocities. A region where these forces change behavior is known as a boundary layer, such as the bounding surface in the interior of a pipe, The kinematic Viscosity is an atmospheric variable defined as the ratio between the dynamic viscosity μ and the density ρ of the fluid & Representative Particle Size da which is equally equal to d10.
How to calculate Apparent Velocity of Seepage given Reynolds Number of Value Unity?
Apparent Velocity of Seepage given Reynolds Number of Value Unity is defined as velocity with which groundwater moves through bulk of porous medium is calculated using Apparent Velocity of Seepage = (Reynolds Number*Kinematic Viscosity)/Representative Particle Size. To calculate Apparent Velocity of Seepage given Reynolds Number of Value Unity, you need Reynolds Number (Re), Kinematic Viscosity (ν) & Representative Particle Size (da). With our tool, you need to enter the respective value for Reynolds Number, Kinematic Viscosity & Representative Particle Size 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 Apparent Velocity of Seepage?
In this formula, Apparent Velocity of Seepage uses Reynolds Number, Kinematic Viscosity & Representative Particle Size. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Apparent Velocity of Seepage = Coefficient of Permeability*Hydraulic Gradient
  • Apparent Velocity of Seepage = Discharge/Cross section area of the porous medium
  • Apparent Velocity of Seepage = Bulk Pore Velocity*Porosity of soil
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