✖Discharge is the volume of water that flows through a cross-section of a river, stream, or other hydraulic systems per unit of time.ⓘ Discharge [Q']			+10% -10%
✖Cross Section Area of Porous Medium is the area through which fluid flows perpendicularly to the direction of flow within a porous material.ⓘ Cross Section Area of Porous Medium [A]			+10% -10%

✖Apparent Velocity of Seepage is the velocity at which groundwater moves through the porous medium, as observed over a larger scale.ⓘ Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered [V]

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Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered

Formula

`"V" = "Q'"/"A"`

Example

`"24m/s"="3.0m³/s"/"0.125m²"`

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Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered Solution

STEP 0: Pre-Calculation Summary

Formula Used

Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium
V = Q'/A
This formula uses 3 Variables

Variables Used

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.
Discharge - (Measured in Cubic Meter per Second) - Discharge is the volume of water that flows through a cross-section of a river, stream, or other hydraulic systems per unit of time.
Cross Section Area of Porous Medium - (Measured in Square Meter) - Cross Section Area of Porous Medium is the area through which fluid flows perpendicularly to the direction of flow within a porous material.

STEP 1: Convert Input(s) to Base Unit

Discharge: 3 Cubic Meter per Second --> 3 Cubic Meter per Second No Conversion Required
Cross Section Area of Porous Medium: 0.125 Square Meter --> 0.125 Square Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V = Q'/A --> 3/0.125

Evaluating ... ...

V = 24

STEP 3: Convert Result to Output's Unit

24 Meter per Second --> No Conversion Required

FINAL ANSWER

24 Meter per Second <-- Apparent Velocity of Seepage

(Calculation completed in 00.004 seconds)

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< 11 Darcy's Law Calculators

Apparent Velocity of Seepage given Reynolds Number of Value Unity

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

Kinematic Viscosity of Water given Reynolds Number of Value Unity

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

Reynolds Number of Value Unity

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

Representative Particle Size given Reynolds Number of Value Unity

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

Darcy's Law

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

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 of Seepage when Discharge and Cross-Sectional Area are considered

Go Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium

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 when Discharge and Cross-Sectional Area are considered Formula

Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium
V = Q'/A

What is the Seepage Velocity?

Seepage velocity is the velocity of groundwater calculated from Darcy's law. Seepage velocity is not the actual velocity of the water in the pores, but the apparent velocity through the bulk of the porous medium

How to Calculate Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered?

Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered calculator uses Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium to calculate the Apparent Velocity of Seepage, The Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered formula is defined as the rate at which groundwater appears to move through a given cross-sectional area of soil or rock. Understanding seepage velocities is crucial in the design of dams, levees, and other hydraulic structures to ensure stability and prevent failure due to excessive seepage. Apparent Velocity of Seepage is denoted by V symbol.

How to calculate Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered using this online calculator? To use this online calculator for Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered, enter Discharge (Q') & Cross Section Area of Porous Medium (A) and hit the calculate button. Here is how the Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered calculation can be explained with given input values -> 24 = 3/0.125.

FAQ

What is Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered?

The Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered formula is defined as the rate at which groundwater appears to move through a given cross-sectional area of soil or rock. Understanding seepage velocities is crucial in the design of dams, levees, and other hydraulic structures to ensure stability and prevent failure due to excessive seepage and is represented as V = Q'/A or Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium. Discharge is the volume of water that flows through a cross-section of a river, stream, or other hydraulic systems per unit of time & Cross Section Area of Porous Medium is the area through which fluid flows perpendicularly to the direction of flow within a porous material.

How to calculate Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered?

The Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered formula is defined as the rate at which groundwater appears to move through a given cross-sectional area of soil or rock. Understanding seepage velocities is crucial in the design of dams, levees, and other hydraulic structures to ensure stability and prevent failure due to excessive seepage is calculated using Apparent Velocity of Seepage = Discharge/Cross Section Area of Porous Medium. To calculate Apparent Velocity of Seepage when Discharge and Cross-Sectional Area are considered, you need Discharge (Q') & Cross Section Area of Porous Medium (A). With our tool, you need to enter the respective value for Discharge & Cross Section Area of Porous Medium 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 Discharge & Cross Section Area of Porous Medium. 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 = (Reynolds Number*Kinematic Viscosity in Stokes)/Representative Particle Size
Apparent Velocity of Seepage = Bulk Pore Velocity*Porosity of Soil

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