Input
x (downgradient location of interest):
t (time of interest):
Co (constant source concentration):
v (groundwater velocity):
Go to groundwater velocity calculator
D (dispersion):
R (retardation factor):
Go to retardation
calculator
**KEEP UNITS CONSISTENT**
Results:
Concentration*:
* Concentration will have same units as Co
Example (from Fetter,
1994):
A landfill is leaking
leachate with a chloride concentration of 725 mg/L, which enters
an aquifer with the following properties:
Hydraulic conductivity =
3.0 x 10-3 cm/s
dh/dl (hydraulic gradient)
= 0.0020
Effective porosity = 0.23
Dispersion = 2.4 x 10-7
m2/s
Compute the concentration
of chloride in 1 y at a distance 15m from the point where the
leachate entered the groundwater. Chloride has a
retardation factor of 1.0.
Solution:
Determine the groundwater
velocity:
vx = K(dh/dl)/ne
(click
to go to velocity calculator)
vx = 3.0 x 10-5
m/s x 0.0020/0.23 = 2.6 x 10-7 m/s
Using all this data, and
converting the time from 1 year into 3.15 x 107
seconds, the concentration at 15 m would be approximately 30
mg/L.
Reference
Fetter, C.W. (1994). Applied Hydrogeology,
Third Edition. Published by Prentice-Hall Inc., New Jersey, USA.