Soil-vapor extraction has become the most common innovative technology for
treating subsurface soils contaminated with volatile and semivolatile organ
ic compounds. This popularity is due partly to the low cost of vapor extrac
tion and partly to the fact that mitigation is completed in situ. Previous
applications of this technology have generally considered flow to either ve
rtical or horizontal wells. However, vapor flow to a trench offers the adva
ntages of a more uniform velocity field and lower construction costs at sit
es with shallow water tables. Therefore, an analytical solution is obtained
for steady flow to a trench. The trench is assumed to partially penetrate
an anisotropic aquifer and to have a finite horizontal length. The bottom a
quifer boundary is assumed to be an impermeable water table, and the top bo
undary is a semipermeable aquitard. A comparison is made with held measurem
ents to illustrate the application of the solution and to give confidence i
n its use.