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
Chandana P Dev has verified this Calculator and 400+ more calculators!

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
Observed Drawdown in the Unconfined Aquifer
Possible Drawdown in Confined Aquifer=Observed Drawdown in the Unconfined Aquifer-(Observed Drawdown in the Unconfined Aquifer^2/2*Aquifer Thickness at Midpoint ) GO
Porosity of the Soil when Infiltration Capacity is Given from Green-Ampt Equation
Volume percent of porosity=((Infiltration Capacity into Soil/Hydraulic Conductivity-1)*Cumulative Infiltration Capacity/Capillary Suction at the Wetting Front) GO
Green-Ampt Equation
Infiltration Capacity into Soil=Hydraulic Conductivity*(1+Porosity*Capillary Suction at the Wetting Front/Cumulative Infiltration Capacity) GO
Sorptivity when Cumulative Infiltration Capacity is Given from Philip's Equation
Sorptivity=(Cumulative Infiltration Capacity-Hydraulic Conductivity*Duration of the Rainfall)/(Duration of the Rainfall^0.5) GO
Philip's Equation
Cumulative Infiltration Capacity=(Sorptivity*Duration of the Rainfall^0.5)+Hydraulic Conductivity*Duration of the Rainfall GO
Sorptivity when Infiltration Capacity is Given
Sorptivity=(Infiltration Capacity into Soil-Hydraulic Conductivity)*2/(Duration of the Rainfall^-0.5) GO
Equation for Infiltration Capacity
Infiltration Capacity into Soil=0.5*Sorptivity*Duration of the Rainfall^-0.5+Hydraulic Conductivity GO
Darcy's Law
Quantity of water=Hydraulic Conductivity*Cross sectional area*Hydraulic Gradient GO
The Rate of Movement Through an Aquifer and a Confining Bed
Groundwater Velocity=(Hydraulic Conductivity/Porosity)*Hydraulic Gradient GO
Thickness of Aquifer when Transmissivity is Given
Aquifer Thickness at Midpoint =Transmissivity/Hydraulic Conductivity GO

11 Other formulas that calculate the same Output

Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given
Transmissivity=(Storage Coefficient*Distance from Pumping Well to Point Intersection^2)/(2.25*Time at which the Drawdowns were Measured) GO
Transmissivity when Time at which Steady-Shape Conditions Develop is Given
Transmissivity=7200*Distance from Pumping Well to Observation Well^2*Storage Coefficient/time at which steady-shape conditions develop GO
Transmissivity When Storage Coefficient is Given from Theis Equation
Transmissivity=(Storage Coefficient*Distance from Pumping Well to Observation Well^2)/(4*Time*Varying Dimensionless Group ) GO
Transmissivity When Discharge Quantity is Known
Transmissivity=(Quantity of water/Large Width of Aquifer)*(Distance Between the Points/Change in Head Between the Points) GO
Transmissivity when Distance from Pumping Well is Given
Transmissivity=Distance from Pumping Well to Point Intersection^2*Storage Coefficient/2.25*Time GO
Transmissivity when First Estimate of the Pumping Rate is Given
Transmissivity=First Estimate of the Pumping Rate/2.7*Drawdown Across One Log Cycle GO
Theis Equation to Determine Transmissivity
Transmissivity=(Pumping Rate*Well Function of u)/4*pi*Storage Coefficient GO
Transmissivity Derived from the Time-Drawdown Graphs
Transmissivity=(2.3*Pumping Rate)/4*pi*Drawdown Across One Log Cycle GO
Transmissivity from Distance-Drawdown Graphs
Transmissivity=2.3*Pumping Rate/2*pi*Drawdown Across One Log Cycle GO
Transmissivity for Inconsistent Units from Distance-Drawdown Graphs
Transmissivity=70*Pumping Rate/Drawdown Across One Log Cycle GO
Modified Equation for Transmissivity from Time-Drawdown Graphs
Transmissivity=35*Pumping Rate/Drawdown Across One Log Cycle GO

Transmissivity of Aquifer Formula

Transmissivity=Hydraulic Conductivity*Aquifer Thickness at Midpoint
T=K*b
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
The Rate of Movement Through an Aquifer and a Confining Bed 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 Transmissivity of Aquifer?

Transmissivity describes the ability of the aquifer to transmit groundwater throughout its entire saturated thickness. Transmissivity is measured as the rate at which groundwater can flow through an aquifer section of unit width under a unit hydraulic gradient

How to Calculate Transmissivity of Aquifer?

Transmissivity of Aquifer calculator uses Transmissivity=Hydraulic Conductivity*Aquifer Thickness at Midpoint to calculate the Transmissivity, The Transmissivity of Aquifer formula is defined as the rate at which groundwater is transmitted through a unit width of an aquifer under a unit hydraulic gradient. Transmissivity and is denoted by T symbol.

How to calculate Transmissivity of Aquifer using this online calculator? To use this online calculator for Transmissivity of Aquifer, enter Hydraulic Conductivity (K) and Aquifer Thickness at Midpoint (b) and hit the calculate button. Here is how the Transmissivity of Aquifer calculation can be explained with given input values -> 0 = (0)*35.

FAQ

What is Transmissivity of Aquifer?
The Transmissivity of Aquifer formula is defined as the rate at which groundwater is transmitted through a unit width of an aquifer under a unit hydraulic gradient and is represented as T=K*b or Transmissivity=Hydraulic Conductivity*Aquifer Thickness at Midpoint . Hydraulic Conductivity depends on the size and arrangement of the water-transmitting openings and on the dynamic characteristics of the fluid and Aquifer Thickness at Midpoint between Equipotential lines.
How to calculate Transmissivity of Aquifer?
The Transmissivity of Aquifer formula is defined as the rate at which groundwater is transmitted through a unit width of an aquifer under a unit hydraulic gradient is calculated using Transmissivity=Hydraulic Conductivity*Aquifer Thickness at Midpoint . To calculate Transmissivity of Aquifer, you need Hydraulic Conductivity (K) and Aquifer Thickness at Midpoint (b). With our tool, you need to enter the respective value for Hydraulic Conductivity and Aquifer Thickness at Midpoint 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 Transmissivity?
In this formula, Transmissivity uses Hydraulic Conductivity and Aquifer Thickness at Midpoint . We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Transmissivity=(Quantity of water/Large Width of Aquifer)*(Distance Between the Points/Change in Head Between the Points)
  • Transmissivity=(Pumping Rate*Well Function of u)/4*pi*Storage Coefficient
  • Transmissivity=(Storage Coefficient*Distance from Pumping Well to Observation Well^2)/(4*Time*Varying Dimensionless Group )
  • Transmissivity=7200*Distance from Pumping Well to Observation Well^2*Storage Coefficient/time at which steady-shape conditions develop
  • Transmissivity=(2.3*Pumping Rate)/4*pi*Drawdown Across One Log Cycle
  • Transmissivity=35*Pumping Rate/Drawdown Across One Log Cycle
  • Transmissivity=2.3*Pumping Rate/2*pi*Drawdown Across One Log Cycle
  • Transmissivity=(Storage Coefficient*Distance from Pumping Well to Point Intersection^2)/(2.25*Time at which the Drawdowns were Measured)
  • Transmissivity=70*Pumping Rate/Drawdown Across One Log Cycle
  • Transmissivity=Distance from Pumping Well to Point Intersection^2*Storage Coefficient/2.25*Time
  • Transmissivity=First Estimate of the Pumping Rate/2.7*Drawdown Across One Log Cycle
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