Hydraulic Gradient when Apparent Velocity of Seepage is considered Calculator

✖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 [V]			+10% -10%
✖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.ⓘ Coefficient of Permeability [K'']			+10% -10%

✖Hydraulic Gradient is the slope of the hydraulic head (or piezometric head) along the direction of flow in a given medium.ⓘ Hydraulic Gradient when Apparent Velocity of Seepage is considered [dhds]

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Hydraulic Gradient when Apparent Velocity of Seepage is considered Solution

STEP 0: Pre-Calculation Summary

Formula Used

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

Variables Used

Hydraulic Gradient - Hydraulic Gradient is the slope of the hydraulic head (or piezometric head) along the direction of flow in a given medium.
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.
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.

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
Coefficient of Permeability: 10 Meter per Second --> 10 Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

dhds = V/K'' --> 23.99/10

Evaluating ... ...

dhds = 2.399

STEP 3: Convert Result to Output's Unit

2.399 --> No Conversion Required

FINAL ANSWER

2.399 <-- Hydraulic Gradient

(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

Hydraulic Gradient when Apparent Velocity of Seepage is considered Formula

LaTeX Go

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

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 Hydraulic Gradient when Apparent Velocity of Seepage is considered?

Hydraulic Gradient when Apparent Velocity of Seepage is considered calculator uses Hydraulic Gradient = Apparent Velocity of Seepage/Coefficient of Permeability to calculate the Hydraulic Gradient, The Hydraulic Gradient when Apparent Velocity of Seepage is considered formula is defined as a measure of the change in hydraulic head per unit of distance in a given direction, typically in the direction of groundwater flow. Hydraulic Gradient is denoted by dhds symbol.

How to calculate Hydraulic Gradient when Apparent Velocity of Seepage is considered using this online calculator? To use this online calculator for Hydraulic Gradient when Apparent Velocity of Seepage is considered, enter Apparent Velocity of Seepage (V) & Coefficient of Permeability (K'') and hit the calculate button. Here is how the Hydraulic Gradient when Apparent Velocity of Seepage is considered calculation can be explained with given input values -> 2.399 = 23.99/10.

FAQ

What is Hydraulic Gradient when Apparent Velocity of Seepage is considered?

The Hydraulic Gradient when Apparent Velocity of Seepage is considered formula is defined as a measure of the change in hydraulic head per unit of distance in a given direction, typically in the direction of groundwater flow and is represented as dhds = V/K'' or Hydraulic Gradient = Apparent Velocity of Seepage/Coefficient of Permeability. Apparent Velocity of Seepage is the velocity at which groundwater moves through the porous medium, as observed over a larger scale & 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.

How to calculate Hydraulic Gradient when Apparent Velocity of Seepage is considered?

The Hydraulic Gradient when Apparent Velocity of Seepage is considered formula is defined as a measure of the change in hydraulic head per unit of distance in a given direction, typically in the direction of groundwater flow is calculated using Hydraulic Gradient = Apparent Velocity of Seepage/Coefficient of Permeability. To calculate Hydraulic Gradient when Apparent Velocity of Seepage is considered, you need Apparent Velocity of Seepage (V) & Coefficient of Permeability (K''). With our tool, you need to enter the respective value for Apparent Velocity of Seepage & Coefficient of Permeability 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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