The funnel-and-gate system for in situ treatment of contaminant plumes
consists of low hydraulic conductivity cutoff walls with gaps that co
ntain in situ reactors, such as reactive porous media, that remove con
taminants by abiotic or biological processes. Funnel-and-gate systems
can be installed at the front of plumes to prevent further plume growt
h, or immediately downgradient of contaminant source zones to prevent
contaminants from moving into plumes. Cutoff walls (the funnel) modify
flow patterns so that ground water flows primarily through high condu
ctivity gaps (the gates). This approach is largely passive in that aft
er installation, in situ reactors are intended to function with little
or no maintenance for long periods. This approach contrasts with the
energy and maintenance-intensive character of pump-and-treat systems.
This paper describes the funnel-and-gate concept, and uses two-dimensi
onal computer simulations to illustrate the effects of cutoff wall and
gate configuration on capture zone size and shape and on the residenc
e time for reaction of contaminants in gates.