Rate of movement through aquifer and confining bed Calculator

✖The Hydraulic Conductivity refers to the property of porous materials, such as soils and rocks, that describes the ease with which a fluid can move through the pore or fractures within the material.ⓘ Hydraulic Conductivity [K]			+10% -10%
✖The Porosity of Soil refers to the volume of voids or pore spaces within a soil, which can be filled with air or water.ⓘ Porosity of Soil [η]			+10% -10%
✖The Hydraulic Gradient refers to the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.ⓘ Hydraulic Gradient [dhds]			+10% -10%

✖The Groundwater Velocity refers to the speed at which groundwater moves through the pores or fractures in a subsurface material, such as soil or rock.ⓘ Rate of movement through aquifer and confining bed [v]

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Rate of movement through aquifer and confining bed Solution

STEP 0: Pre-Calculation Summary

Formula Used

Groundwater Velocity = (Hydraulic Conductivity/Porosity of Soil)*Hydraulic Gradient
v = (K/η)*dhds
This formula uses 4 Variables

Variables Used

Groundwater Velocity - (Measured in Meter per Second) - The Groundwater Velocity refers to the speed at which groundwater moves through the pores or fractures in a subsurface material, such as soil or rock.
Hydraulic Conductivity - (Measured in Meter per Second) - The Hydraulic Conductivity refers to the property of porous materials, such as soils and rocks, that describes the ease with which a fluid can move through the pore or fractures within the material.
Porosity of Soil - The Porosity of Soil refers to the volume of voids or pore spaces within a soil, which can be filled with air or water.
Hydraulic Gradient - The Hydraulic Gradient refers to the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.

STEP 1: Convert Input(s) to Base Unit

Hydraulic Conductivity: 2.5 Meter per Second --> 2.5 Meter per Second No Conversion Required
Porosity of Soil: 0.32 --> No Conversion Required
Hydraulic Gradient: 0.1 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

v = (K/η)*dhds --> (2.5/0.32)*0.1

Evaluating ... ...

v = 0.78125

STEP 3: Convert Result to Output's Unit

0.78125 Meter per Second --> No Conversion Required

FINAL ANSWER

0.78125 Meter per Second <-- Groundwater Velocity

(Calculation completed in 00.020 seconds)

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< Confined Groundwater Flow between Water Bodies Calculators

Coefficient of Permeability when Discharge is Considered

LaTeX Go Coefficient of Permeability = Discharge per Unit Width of Aquifer*Length between Upstream and Downstream/((Piezometric Head at Upstream End-Piezometric Head at Downstream End)*Aquifer Thickness)

Aquifer Thickness when Discharge is Considered

LaTeX Go Aquifer Thickness = Discharge per Unit Width of Aquifer*Length between Upstream and Downstream/((Piezometric Head at Upstream End-Piezometric Head at Downstream End)*Coefficient of Permeability)

Discharge per unit width of aquifers

LaTeX Go Discharge per Unit Width of Aquifer = ((Piezometric Head at Upstream End-Piezometric Head at Downstream End)/Length between Upstream and Downstream)*Coefficient of Permeability*Aquifer Thickness

Equation of Hydraulic Grade Line in Confined Groundwater Flow

LaTeX Go Piezometric Head = Piezometric Head at Upstream End-((Piezometric Head at Upstream End-Piezometric Head at Downstream End)/Length between Upstream and Downstream)*Flow in 'x' Direction

Rate of movement through aquifer and confining bed Formula

LaTeX Go

Groundwater Velocity = (Hydraulic Conductivity/Porosity of Soil)*Hydraulic Gradient
v = (K/η)*dhds

What is Darcy's Law for Groundwater?

Darcy's Law for Groundwater movement in aquifers is based on three variables: horizontal hydraulic conductivity, horizontal hydraulic gradient and effective porosity.

How to Calculate Rate of movement through aquifer and confining bed?

Rate of movement through aquifer and confining bed calculator uses Groundwater Velocity = (Hydraulic Conductivity/Porosity of Soil)*Hydraulic Gradient to calculate the Groundwater Velocity, The Rate of Movement through Aquifer and Confining Bed formula is defined as the speed at which groundwater moves through the pores or fractures in a subsurface material, such as soil or rock. Groundwater Velocity is denoted by v symbol.

How to calculate Rate of movement through aquifer and confining bed using this online calculator? To use this online calculator for Rate of movement through aquifer and confining bed, enter Hydraulic Conductivity (K), Porosity of Soil (η) & Hydraulic Gradient (dhds) and hit the calculate button. Here is how the Rate of movement through aquifer and confining bed calculation can be explained with given input values -> 18.75 = (2.5/0.32)*0.1.

FAQ

What is Rate of movement through aquifer and confining bed?

The Rate of Movement through Aquifer and Confining Bed formula is defined as the speed at which groundwater moves through the pores or fractures in a subsurface material, such as soil or rock and is represented as v = (K/η)*dhds or Groundwater Velocity = (Hydraulic Conductivity/Porosity of Soil)*Hydraulic Gradient. The Hydraulic Conductivity refers to the property of porous materials, such as soils and rocks, that describes the ease with which a fluid can move through the pore or fractures within the material, The Porosity of Soil refers to the volume of voids or pore spaces within a soil, which can be filled with air or water & The Hydraulic Gradient refers to the ratio of difference in height of water to that of the horizontal distance between the wells or a specific measurement of liquid pressure above vertical datum.

How to calculate Rate of movement through aquifer and confining bed?

The Rate of Movement through Aquifer and Confining Bed formula is defined as the speed at which groundwater moves through the pores or fractures in a subsurface material, such as soil or rock is calculated using Groundwater Velocity = (Hydraulic Conductivity/Porosity of Soil)*Hydraulic Gradient. To calculate Rate of movement through aquifer and confining bed, you need Hydraulic Conductivity (K), Porosity of Soil (η) & Hydraulic Gradient (dhds). With our tool, you need to enter the respective value for Hydraulic Conductivity, Porosity of Soil & 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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