Groundwater Monitoring & Remediation · 2007 · 88 citations · 10 references
EngineeringCivil EngineeringGeological EngineeringGroundwater HydrologyGroundwater ManagementSubsurface Fluid FlowFracture CharacterizationFracture DiagnosticsAquifer ContaminationFractured Rock AquifersFractured Rock FlowFractured Rock GroundwaterGroundwater MonitoringHydraulic Head MonitoringHydraulic Testing In Fractured RockPumping Systems
The study demonstrates a new depth‑discrete multilevel monitoring approach for fractured rock in a trichloroethylene‑contaminated dolostone aquifer supplying municipal water. The system combines a urethane‑coated nylon liner with depth‑discrete monitoring intervals, sealed by a blank liner except at each interval, and was custom‑designed for five boreholes (9.6–14.5 cm diameter, up to 150 m depth) with 12–15 monitoring levels. The approach proved easy to install and remove, enabling large data sets with minimal labor, and its unique, versatile design has been adopted at numerous North American bedrock contamination sites.
Abstract A new approach for monitoring in fractured rock was demonstrated in a contaminated (trichloroethylene and metolachlor) dolostone aquifer used for municipal water supply. The system consists of two related technologies: a continuous packer for temporary borehole seals (Flexible Liner Underground Technologies Ltd. [FLUTe] blank liner) and a depth‐discrete multilevel monitoring system (MLS) (the Water FLUTe) for temporary or permanent monitoring. The continuous borehole liner consists of a urethane‐coated nylon fabric tube custom sized to each hole. The FLUTe MLS consists of the same liner material with many depth‐discrete intervals for monitoring hydraulic head and/or ground water quality. The FLUTe blank liner seals the entire borehole, prior to FLUTe multilevel installation, to prevent vertical cross connection while allowing borehole logging and testing. The FLUTe multilevel system also seals the entire borehole with the exception of each monitoring interval where the formation water has direct hydraulic connection to the pumping system via a thin permeable mesh sandwiched between the liner and the formation. The blank sealing liners and the multilevel systems were used in five boreholes ranging in diameter between 9.6 and 14.5 cm in the dolostone aquifer to depths of 150 m. The systems were custom designed for each borehole and included between 12 and 15 monitoring intervals. The application demonstrated the ease of installation and removability and facilitated obtaining large data sets with minimal labor. The system offers unique and versatile design features not possible with other bedrock monitoring devices and has been used at many bedrock contamination sites across North America.
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A Multilevel Device for Ground‐Water Sampling and Piezometric Monitoring
J. F. Pickens, John A. Cherry, G. E. Grisak et al. · Ground Water · 1978 · 103 citations
Vertical Cross Contamination of Trichloroethylene in a Borehole in Fractured Sandstone
S.N. Sterling, Beth L. Parker, John A. Cherry et al. · Ground Water · 2005 · 81 citations
Engineering, Earth Sciences, Geology +12