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Description

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This example illustrates the use of the program for the simple case of pure diffusion of a conservative species (i.e., no sorption). The hydrogeology is comprised of a 4 m thick layer with a constant contaminant concentration source at the top, and an underlying aquifer at the base. There is a sufficiently high flushing velocity in the aquifer that the concentration at the bottom of the layer can be assumed to be zero and the aquifer is not explicitly modelled.

 

The following parameters are assumed for the example:

 

Property

Symbol

Value

Units

Darcy Velocity

va

0

m/a

Diffusion Coefficient

 

0.01

m2/a

Distribution Coefficient

Kd

0

cm3/g

Soil Porosity

n

0.4

 -

Dry Density

 

1.5

g/cm3

Soil Layer Thickness

H

4

m

Number of Sub-layers

 

4

 -

Base Concentration

cb

0

g/L