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

  • Darcy’s Law

    Darcy’s Law In the field of geology, Darcy’s Law is the universal and basic equation representing groundwater flow through a study area. Darcy’s Law Formula Q = KiA The following variables and coefficients apply to this formula: “K” = Hydraulic Conductivity; “Q” = Discharge Rate; “A” = Area of Cross-Section that Water Flows;

  • Rigidity

    Rigidity Definition Rigidity – In geotechnical engineering and engineering geology, rigidity represents the ratio of the shear stress and the amount of angular rotation that it produces, within a rock sample.

  • Subsidence

    Subsidence “Subsidence” is a geologic condition, in which a localized mass movement occurs, resulting in the downward settlement of the earth over time. When subsidence occurs, the actual ground surface elevation is lower. This occurrence of the ground surface sinking is typically caused by groundwater table and aquifer reductions, by which the soils become more…

  • Effective Size (D10)

    Effective Size (D10) “Effective Size” (D10) is an engineering geology term. Effective Size represents a diameter that directly corresponds to the percentage, by weight, of grains that equal to 10% on the grain-size diagram. To illustrate, 10% of the soil sample particles are finer-grained, and 90% of the sample particles are coarser than the “effective…