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)

Credits

Creator Image
Created by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 2000+ more calculators!
Verifier Image
Verified by Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has verified this Calculator and 2600+ more calculators!

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

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

​LaTeX ​Go
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
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!