
Soil and Groundwater Contamination Survey and Countermeasure Technologies
| Category of Tchnology | Treatment | In Situ Extraction Technology | |
| Media | Groundwater, Soil Gas | ||
| Contaminants |
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| Applied (Demonstrated) Substances | Trichloroethylene (TCE) | ||
| Scope | Concentration Range | High recovery rate achievable at high concentration sites | |
| Hydrogeological Conditions |
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| Chemical Soil Properties | |||
| Other Remarks | |||
| Technology Description | Classification | ||
| Status |
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| Outline of Technology | beneath buildings through horizontal wells, utilizing a method similar to the installation of gas pipelines.The drilling head uses a high-pressure water jet to drill a pilot hole. The position of the drilling head can be monitored by a transmitting signal from the drilling head and an above ground receiver, as well as the summarized and processed data from an internal inclinometer. The drilling direction could be directed and monitored. After completing the pilot hole, the screened extraction well will be pulled in it’s final position, to extract soil gas or groundwater by suction. | ||
| Required Pre- and Post-treatment | Soil Vapor Extraction (SVE) and groundwater pumping need a treatment of the extracted media, congruent to the standard vertical SVE or “pump-and-treatapplications. | ||
| Enhance Effectiveness through Combination | |||
| Case History | This method is applied for countermeasures of TCE and PCE contamination in soil and groundwater. An SVE application with a screen length of 15 m developed a radius of influence of 4 to 5 m by a soil gas extraction rate of 2 m3/min. After an operation time of 1080 h, a total amount of 4.6 kg TCE was recovered. Although it was possible to pump groundwater with a double jet pump, high recovery rates couldn’t be archived due to a low groundwater level. | ||
| Application Examples | The installation method for the horizontal wells is usually used for the installation of gas supply pipes. In other countries it is also used as a remediation technique in a wider range. | ||
| Limitations | Directed horizontal drilling has the potential to install an extraction well in the source zone, but foundation structures, underground structures like pipelines, and gravel layer may inhibit the described drilling method. | ||
| Properties of Treated Soil |
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| Schematic Flow Process |
Soil and Groundwater Remediation by Horizontal Well |
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| Applicability | In Situ Applicability | Possible | |
| Ground Structures | Applicable even if Ground Structures are Present | ||
| Required Excavation | Partial excavation | ||
| Groundwater Extraction | If applied for groundwater treatment, groundwater extraction is necessary. | ||
| Required Space | 4 m x 8 m for installation of the drilling rig and working space | ||
| Operational Time | |||
| Installation Time | 9 hours for a well with 92 mm casing diameter and 96 m of total well length. | ||
| Maintenance and Control Requirements | Monitoring of groundwater- and soil gas extraction rates and recovered contaminant concentrations is required. | ||
| Additional Remarks | |||
| Secondary Impacts to Environment | Secondary Treatment Required? | ||
| Effects on Living Environment | Noise | ||
| Additives | Water | ||
| Possibility of Contaminant Spreading | The establishment of the pilot hole by a high-pressure water jet might cause migration of contaminants, but the used water volume is only about 16 l/m2 and it is supposed that the impact will be small. | ||
| Secondary By-products | None | ||
Soil Environment Management Division, Water Environment Department, Environmental Management Bureau, Ministry of Environment
Tel: +81-3-5521-8319
E-mail: MOE@env.go.jp