Basic Data: Use Consistent L and T Units
Enter Soil Data (Brooks-Corey Parameters):
n=
0.34
(porosity)
K=
2.27
(hydraulic conductivity - L/T)
Swr =
0.05
(residual water saturation)
baw =
40.16 (displacement pressure head - L)
=
13.9
(pore-size distributio
A T hree-Dimensional Analytical Method
for P redicting Leachate Migration
b y P eter S . H uyakorn a, M ichael J. U ngs b ,
L ee A. M ulkeyc , a nd E dward A . S udickyd
A BSTRACT
This paper prescnts an analytical model for predicting
contaminant transpor
A H orizontal Plane Source Model
for Ground-Water T ransport
b y D onald P. Galyaa
A BSTRACT
A model was derived through the use of Green
functions to simulate three-dimensional contaminant
transport from a horizontal plane source (HPS). This
analytical