In situ ground water remediation using the trench and gate system

Citation
Nw. Bowles et al., In situ ground water remediation using the trench and gate system, GROUND WATE, 38(2), 2000, pp. 172-181
Citations number
14
Categorie Soggetti
Environment/Ecology,"Civil Engineering
Journal title
GROUND WATER
ISSN journal
0017467X → ACNP
Volume
38
Issue
2
Year of publication
2000
Pages
172 - 181
Database
ISI
SICI code
0017-467X(200003/04)38:2<172:ISGWRU>2.0.ZU;2-G
Abstract
The trench and gate remediation system is a funnel and gate design modified for installation in tills and other low permeability sediments. Modificati ons include the addition of high hydraulic conductivity trenches along the upgradient side of the funnel walls and a discharge reinfiltration gallery downgradient from the treatment gate. Preferential ground water flow throug h the high permeability; trenches and reinfiltration gallery prevents mound ing, which otherwise forces flow beneath and around funnel walls. The resul tant capture zone is larger both horizontally and vertically, than the cros s-sectional funnel area and is significantly larger than the capture zone o f a similar funnel and gate system. The system constitutes an economical, i n situ, long-term contaminant plume capture and treatment method. In effect iveness and cost, the trench and gate system compares favorably with, or ou tperforms. other remediation systems in near-surface, ion permeability diss olved contaminant scenarios. A prototype trench and gate system was install ed at the East Garrington Gas Plant, Alberta, Canada, in 1995, The installa tion demonstrated the effectiveness of the concept, and the system has succ essfully prevented off-site migration of dissolved hydrocarbon contaminants .