Hydraulic Conductivity (K)

Hydraulic Conductivity (K)

“Hydraulic Conductivity” (K), in hydrogeology and hydrology, represents the capacity of a porous medium (such as soil) to transmit water, as per Darcy’s Law. To illustrate, the rate at which fluid can move through a permeable medium (such as soil), depends on the properties of that soil (such as intrinsic permeability) and the fluid (such as viscosity and specific weight).

Hydraulic Conductivity via Darcy’s Law

The principles and theory of Darcy’s Law are the same in all fields. However, in the field of geology and hydrogeology, the following formulas apply to represent Darcy’s Law. Solving for “K” in each of these formulas yields the value for “Hydraulic Conductivity.”

Q = K•A [(h1-h2) ÷ L]

The following variables and coefficients apply to this formula: “K” = Hydraulic Conductivity; “Q” = Discharge Rate; “A” = Area of Cross-Section that Water Flows; “h” = Hydraulic Head (h = p/rg + z); and “L” = Length/Distance of Water Table Elevation Change.

q = Q ÷ A = -K [(dh) ÷ (dl)]

In this formula, the following variables apply: “K” = Hydraulic Conductivity; “Q” = Discharge Rate; “q” = Specific Discharge [L/T] (q = Q/A); “dh/dl” = Hydraulic Gradient; and “K” = Hydraulic Conductivity.

Similar Posts

  • Liquid Limit (LL)

    Liquid Limit (LL) “Liquid Limit (LL)” in the field of geological engineering, refers to the upper limit of the “plastic state.” This is a separation of the plastic phase and viscous liquid phase when measuring soil consistency. Mathematically, it is the water content (basing on the percent of dry weight), at which two sections of…

  • Water Table

    Water Table Water Table: In the hydrogeology branch of geology, the water table represents the surface of an unconfined groundwater aquifer, where the hydraulic pressure is equal to atmospheric pressure. Additionally, a water table is present in a perched groundwater zone. Although, there is no water table in a confined aquifer.

  • Dry Strength

    Dry Strength “Dry Strength” is a value that represents the strength of a soil sample, when dry, as determined by the crushing test. There is a common geotechnical engineering laboratory procedure for determining the cohesiveness or plasticity of a sample with organic or inorganic clays and silts.  

  • Alquist-Priolo Earthquake Fault Zoning Act

    Alquist-Priolo Earthquake Fault Zoning Act Alquist-Priolo Earthquake Fault Zoning Act: The Alquist-Priolo Earthquake Fault Zoning Act is a law that assists geologists to define “active faults” versus “potentially active faults.” The process entails using the same aging criteria as the United States Geological Survey (USGS) and the California Geological Survey (CGS). In fact, California policy requires…

  • Porosity (n)

    Porosity (n) “Porosity” (n), in the geological engineering field, is a percentage value that represents the bulk volume of a rock or soil, that is occupied by the void space within. Porosity (n) Formula Porosity (n) = [(Volume of Voids ÷ Total Volume) x 100%]