Numerical Simulation of Pollutant Transport in Fractured Vuggy Porous Karstic Aquifers

Table 1

Standard parameters for the mathematical model in practice.

Saturated hydraulic conductivity, 𝐾𝑠 (cm/s)	Saturated effective diffusion coefficient, 𝐷𝑒 (cm^2/s)	Effective porosity	Distribution coefficient 𝐾𝑑
1.0e−12	5.0e−11	0.184	0.395