Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 400+ more calculators!
Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Flow Through any Square from Darcy's law for Ground Water Flow Nets
Quantity of water=Hydraulic Conductivity*Distance Between Flow Lines*Aquifer Thickness at Midpoint *(Difference in Head Between Equipotential Lines/Distance Between Equipotential Lines) GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement
Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))-Hydraulic Gradient GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement
Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))+Hydraulic Gradient GO
Darcy's Law
Quantity of water=Hydraulic Conductivity*Cross sectional area*Hydraulic Gradient GO
Quantity of Water when Transmissivity is Given
Quantity of water=Transmissivity*Large Width of Aquifer*Hydraulic Gradient GO
Thickness of Aquifer when Transmissivity is Given
Aquifer Thickness at Midpoint =Transmissivity/Hydraulic Conductivity GO
Transmissivity of Aquifer
Transmissivity=Hydraulic Conductivity*Aquifer Thickness at Midpoint GO
Volume of Solids in the Sample When Porosity is Given
Volume of Solids=-(Total Volume of Soil or Rock Sample*(Porosity-1)) GO
Total Volume of Soil when Porosity is Given
Volume of soil=(Volume of voids/Porosity) GO
Volume of Voids when Porosity is Given
Volume of voids=(Porosity*Volume of soil) GO
Void ratio of soil when porosity is given
Void ratio=(Porosity/(1-Porosity)) GO

The Rate of Movement Through an Aquifer and a Confining Bed Formula

Groundwater Velocity=(Hydraulic Conductivity/Porosity)*Hydraulic Gradient
v=(K/η)*dh/dl
More formulas
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement GO
Flow Through any Square from Darcy's law for Ground Water Flow Nets GO
Total Flow through any Set or Group of Equipotential Lines GO
Number of Squares Through Which the Flow occurs when Total Flow is given GO
Flow Through any Square when Total Flow is Given GO
Velocity Equation of Hydraulics GO
Transmissivity of Aquifer GO
Thickness of Aquifer when Transmissivity is Given GO
Quantity of Water when Transmissivity is Given GO
Transmissivity When Discharge Quantity is Known GO
Natural Discharge when Discharge Exceeds Recharge GO
Natural Discharge When Recharge Exceeds Discharge GO
Equation for Recharge When Recharge Exceeds Discharge GO
Balance Equation When Reduction in Natural Discharge Equals the Rate of Withdrawal GO
Equation for Rate of Natural Discharge When the Cone of Depression Ceases to Expand GO
Reduced Ground-water When Discharge Exceeds Recharge GO
Equation for Recharge When Discharge Exceeds Recharge GO
Theis Equation to Determine Transmissivity GO
Theis Equation to Determine Storage Coefficient GO
Storage Coefficient From Theis Equation of Transmissivity GO
Transmissivity When Storage Coefficient is Given from Theis Equation GO
Equation for Ground-water Storage When Recharge Exceeds Discharge GO
Equation for the Varying Dimensionless Group u in Theis Equation GO
Observed Drawdown in the Unconfined Aquifer GO
Time at which Steady-Shape Conditions Develop GO
Transmissivity when Time at which Steady-Shape Conditions Develop is Given GO
Storage Coefficient when Time at which Steady-Shape Conditions Develop is Given GO
Transmissivity Derived from the Time-Drawdown Graphs GO
Storage Coefficient from the Time-Drawdown Graphs GO
Equation for Pumping Rate when Transmissivity derived from the Time-Drawdown Graphs is Given GO
Equation for Drawdown Across One Log Cycle when Transmissivity is Given GO
Distance from the Pumping Well to the Observation Well when Storage Coefficient is Given GO
Modified Equation for Transmissivity from Time-Drawdown Graphs GO
Modified Equation for Storage Coefficient from Time-Drawdown Graphs GO
Transmissivity from Distance-Drawdown Graphs GO
Storage Coefficient from Distance-Drawdown Graphs GO
Pumping Rate from Distance-Drawdown Graphs when Transmissivity is Given GO
Drawdown across One Log Cycle from Distance-Drawdown Graphs when Transmissivity is Given GO
Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given GO
Time at which the Drawdowns were Measured when Storage Coefficient is Given GO
Transmissivity for Inconsistent Units from Distance-Drawdown Graphs GO
Storage Coefficient for Inconsistent Units from Distance-Drawdown Graphs GO
Pumping Rate when Transmissivity is Given for Inconsistent Units from Distance-Drawdown Graphs GO
Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units GO
Total Drawdown in a Pumping Well GO
Total Drawdown in a Pumping Well expressed in terms of Factors related to Hydraulic Characteristics GO
Drawdown in the Aquifer when Total Drawdown is Given GO
Well Loss when Total Drawdown is Given GO
Drawdown in an Aquifer caused by Pumping at any Point in the Aquifer GO
Distance from the Observation Well to the Image Well GO
Distance from the Observation Well to the Real Well GO
Time at which Drawdown is caused by Real Well at the Observation Well GO
Time at which Drawdown is Caused by Image Well at Observation Well GO
Specific Capacity GO
Pumping Rate when Specific Capacity is Given GO
Drawdown when Specific Capacity is Given GO
Well Efficiency GO
Drawdown in the Aquifer when Well Efficiency is Given GO
Drawdown Inside the Well when Well Efficiency is Given GO
Distance from Pumping Well GO
Storage Coefficient when Distance from Pumping Well is Given GO
Transmissivity when Distance from Pumping Well is Given GO
First Estimate of the Pumping Rate GO
Transmissivity when First Estimate of the Pumping Rate is Given GO
Drawdown across One Log Cycle when First Estimate of the Pumping Rate is Given GO
Ghyben-Herzberg Relationship for Depth of Freshwater Below Sea Level GO
Height of the Water Table above Sea Level GO

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 The Rate of Movement Through an Aquifer and a Confining Bed?

The Rate of Movement Through an Aquifer and a Confining Bed calculator uses Groundwater Velocity=(Hydraulic Conductivity/Porosity)*Hydraulic Gradient to calculate the Groundwater Velocity, The Rate of Movement Through an Aquifer and a Confining Bed is defined as the rate of movement through an aquifer and a confining bed. Groundwater Velocity and is denoted by v symbol.

How to calculate The Rate of Movement Through an Aquifer and a Confining Bed using this online calculator? To use this online calculator for The Rate of Movement Through an Aquifer and a Confining Bed, enter Hydraulic Conductivity (K), Porosity (η) and Hydraulic Gradient (dh/dl) and hit the calculate button. Here is how the The Rate of Movement Through an Aquifer and a Confining Bed calculation can be explained with given input values -> 0 = ((0)/0.5)*1.

FAQ

What is The Rate of Movement Through an Aquifer and a Confining Bed?
The Rate of Movement Through an Aquifer and a Confining Bed is defined as the rate of movement through an aquifer and a confining bed and is represented as v=(K/η)*dh/dl or Groundwater Velocity=(Hydraulic Conductivity/Porosity)*Hydraulic Gradient. Hydraulic Conductivity depends on the size and arrangement of the water-transmitting openings and on the dynamic characteristics of the fluid, Porosity is the ratio of volume of voids to volume of soil and Hydraulic Gradient due to gravity is the ratio of difference in height of water at a and b (hb-ha) to that of the horizontal distance between the wells (b-a).
How to calculate The Rate of Movement Through an Aquifer and a Confining Bed?
The Rate of Movement Through an Aquifer and a Confining Bed is defined as the rate of movement through an aquifer and a confining bed is calculated using Groundwater Velocity=(Hydraulic Conductivity/Porosity)*Hydraulic Gradient. To calculate The Rate of Movement Through an Aquifer and a Confining Bed, you need Hydraulic Conductivity (K), Porosity (η) and Hydraulic Gradient (dh/dl). With our tool, you need to enter the respective value for Hydraulic Conductivity, Porosity and 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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