Formula Used:
From: | To: |
The Coefficient of Permeability in Well Hydraulics describes how easily a liquid will move through the soil. It is a key parameter in groundwater hydrology that quantifies the ability of porous media to transmit fluids.
The calculator uses the formula for confined aquifers with base 10 logarithm:
Where:
Explanation: This formula calculates the permeability coefficient based on pumping test data from a confined aquifer, using logarithmic transformation of the radial distance ratio.
Details: Accurate permeability estimation is crucial for groundwater resource assessment, well design, contaminant transport modeling, and designing effective dewatering systems for construction projects.
Tips: Enter all values in consistent units (meters and m³/s). Ensure that radius of influence is greater than radius of well, and all values are positive. Field measurements should be taken under steady-state pumping conditions.
Q1: What is the typical range of permeability values?
A: Permeability values range from 10⁻¹² m/s for clay to 10⁻¹ m/s for gravel. Most aquifers have values between 10⁻⁵ to 10⁻³ m/s.
Q2: How does this differ from unconfined aquifer calculations?
A: Confined aquifer equations assume constant aquifer thickness, while unconfined aquifer calculations account for the water table drawdown cone and varying saturated thickness.
Q3: What are common sources of error in permeability calculations?
A: Errors can arise from inaccurate measurement of drawdown, improper determination of radius of influence, well construction effects, and non-ideal aquifer conditions.
Q4: When should this equation not be used?
A: This equation assumes homogeneous, isotropic aquifer conditions and steady-state flow. It may not be accurate for fractured rock aquifers, anisotropic conditions, or during transient pumping phases.
Q5: How is radius of influence determined in practice?
A: Radius of influence is typically determined by monitoring observation wells at different distances from the pumping well and identifying where drawdown becomes negligible.