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| Author | : Kenneth E. Smith |
| Publisher | : |
| Total Pages | : 426 |
| Release | : 2003 |
| Genre | : |
| ISBN | : |
| Author | : IAEA |
| Publisher | : International Atomic Energy Agency |
| Total Pages | : 165 |
| Release | : 2023-12-15 |
| Genre | : Technology & Engineering |
| ISBN | : 9201497229 |
Containment barrier systems are among the most widely used technologies for remediating contaminated sites. Various structures have been engineered to address site-specific needs, while barrier selection depends largely on whether regulatory requirements are prescriptive, or performance based. This publication provides an introduction to the design and construction of different containment barriers for low-level radioactive waste generated from remediation activities: basal (bottom) liners, final covers, in situ vertical barriers and in situ permeable reactive barriers. Practical aspects of each structure are discussed in theoretical case studies, which allow remediation project designers, implementers and regulators to make more informed decisions about the use of these barriers.
| Author | : |
| Publisher | : |
| Total Pages | : 149 |
| Release | : 1998 |
| Genre | : |
| ISBN | : |
Subsurface engineered barriers have been used to isolate hazardous wastes from contact, precipitation, surface water, and groundwater. The objective of this study was to determine the performance of such barriers installed throughout the United States over the past 20 years to remediate hazardous waste sites and facilities. The study focused on vertical barriers; evaluation of caps was a secondary objective. This study provides the U.S. Environmental Protection Agency's (EPA) waste programs with a national retrospective analysis of barrier field performance, and information that may be useful in developing guidance on the use and evaluation of barrier systems. The overall approach to the study was to assemble existing performance monitoring results from a number of sites, and examine those results in light of remedial performance objectives and factors that may influence performance, that is, design, construction quality assurance/construction quality control (CQA/CQC), types of monitoring programs, and operation and maintenance (O&M) efforts. A national search was launched to locate hazardous waste sites (i.e., Superfund sites, Resource Conservation and Recovery Act [RCRA] facilities, and other hazardous waste management units) at which vertical barrier walls had been used as the containment method during a remedial or corrective action. An initial list of 130 sites was developed. A subset of sites was then selected on the basis of availability of monitoring data to enable a detailed analysis of actual field performance. Where caps were present at these sites, they were included in the study as well. Two available nonhazardous waste sites and one cap-only site with extensive data were also included to further inform the study. A total of 36 sites were analyzed in detail.
| Author | : |
| Publisher | : |
| Total Pages | : |
| Release | : 1998 |
| Genre | : |
| ISBN | : |
An apparatus for constructing a subsurface containment barrier under a waste site disposed in soil is provided. The apparatus uses a reciprocating cutting and barrier forming device which forms a continuous elongate panel through the soil having a defined width. The reciprocating cutting and barrier forming device has multiple jets which eject a high pressure slurry mixture through an arcuate path or transversely across the panel being formed. A horizontal barrier can be formed by overlapping a plurality of such panels. The cutting device and barrier forming device is pulled through the soil by two substantially parallel pulling pipes which are directionally drilled under the waste site. A tractor or other pulling device is attached to the pulling pipes at one end and the cutting and barrier forming device is attached at the other. The tractor pulls the cutting and barrier forming device through the soil under the waste site without intersecting the waste site. A trailing pipe, attached to the cutting and barrier forming device, travels behind one of the pulling pipes. In the formation of an adjacent panel the trailing pipe becomes one of the next pulling pipes. This assures the formation of a continuous barrier.
| Author | : Hari D. Sharma |
| Publisher | : John Wiley & Sons |
| Total Pages | : 996 |
| Release | : 2004-05-20 |
| Genre | : Technology & Engineering |
| ISBN | : 0471215996 |
Geoenvironmental Engineering covers the application of basic geological and hydrological science, including soil and rock mechanics and groundwater hydrology, to any number of different environmental problems. * Includes end-of-chapter summaries, design examples and worked-out numerical problems, and problem questions. * Offers thorough coverage of the role of geotechnical engineering in a wide variety of environmental issues. * Addresses such issues as remediation of in-situ hazardous waste, the monitoring and control of groundwater pollution, and the creation and management of landfills and other above-ground and in-situ waste containment systems.
| Author | : National Research Council |
| Publisher | : National Academies Press |
| Total Pages | : 301 |
| Release | : 1999-11-21 |
| Genre | : Science |
| ISBN | : 0309065496 |
This book presents a comprehensive, up-to-date review of technologies for cleaning up contaminants in groundwater and soil. It provides a special focus on three classes of contaminants that have proven very difficult to treat once released to the subsurface: metals, radionuclides, and dense nonaqueous-phase liquids such as chlorinated solvents. Groundwater and Soil Cleanup was commissioned by the Department of Energy (DOE) as part of its program to clean up contamination in the nuclear weapons production complex. In addition to a review of remediation technologies, the book describes new trends in regulation of contaminated sites and assesses DOE's program for developing new subsurface cleanup technologies.
| Author | : |
| Publisher | : |
| Total Pages | : |
| Release | : 1999 |
| Genre | : |
| ISBN | : |
An apparatus for constructing a subsurface containment barrier under a waste site disposed in soil is provided. The apparatus uses a reciprocating cutting and barrier forming device which forms a continuous elongate panel through the soil having a defined width. The reciprocating cutting and barrier forming device has multiple jets which eject a high pressure slurry mixture through an arcuate path or transversely across the panel being formed. A horizontal barrier can be formed by overlapping a plurality of such panels. The cutting device and barrier forming device is pulled through the soil by two substantially parallel pulling pipes which are directionally drilled under the waste site. A tractor or other pulling device is attached to the pulling pipes at one end and the cutting and barrier forming device is attached at the other. The tractor pulls the cutting and barrier forming device through the soil under the waste site without intersecting the waste site. A trailing pipe, attached to the cutting and barrier forming device, travels behind one of the pulling pipes. In the formation of an adjacent panel the trailing pipe becomes one of the next pulling pipes. This assures the formation of a continuous barrier.
| Author | : SV. Arlotta |
| Publisher | : |
| Total Pages | : 10 |
| Release | : 1985 |
| Genre | : Composite system |
| ISBN | : |
A new concept for constructing a vertical impermeable barrier to prevent the migration of polluted groundwater or leachate from a contaminated site or waste disposal area is presented. The composite system is a hybrid cutoff wall constructed with high density polyethylene (HDPE) and sand backfill and is installed using the slurry trench construction method. When installed, a very low permeability, composite, vertical barrier is established with unique engineering properties, including improved chemical resistance, leak detection, and groundwater migration control.
| Author | : |
| Publisher | : |
| Total Pages | : 30 |
| Release | : 2000 |
| Genre | : |
| ISBN | : |
The use of subsurface containment technologies is a cost-effective remediation alternative being proposed and implemented at a wide variety of waste sites. So that these containment technologies may gain acceptance, the emplacement and performance of these barriers must be verified and monitored. Current techniques such as construction, quality assurance, and quality control during emplacement are insufficient. Traditional monitoring techniques rely on groundwater monitoring, and thus require the contamination of groundwater for indications of containment failure. The SEAtrace{trademark} System uses a low-cost, early detection method to both verify subsurface containment emplacement and monitor long-term performance. SEAtrace{trademark} is an integrated monitoring system that can determine the size and location of leaks in subsurface barriers constructed above the water table. The system incorporates gaseous tracer injection, automated multipoint sampling, and real-time global optimization modeling to characterize the integrity of impermeable barriers. Tracer gas is injected inside the contained volume of the barrier structure (Figure 1). An automated stand-alone system collects and analyzes soil gas samples for the presence and concentration of the tracer gas (Figure 2). A unique, on-board, global optimization modeling methodology analyzes tracer concentration histories to determine both the location and size of breaches in the barrier (Figure 3). The SEAtrace{trademark} system also offers long-term monitoring of the barrier either by analyzing organic compounds contained by the barrier or by periodically injecting gaseous tracers. This document contains information on the above-mentioned technology, including description, applicability, cost, and performance data.
| Author | : International Atomic Energy Agency |
| Publisher | : International Atomic Energy Agency |
| Total Pages | : 0 |
| Release | : 2024-01-31 |
| Genre | : Technology & Engineering |
| ISBN | : 9789201495228 |
This publication provides an introduction to the design and construction of different containment barriers for low-level radioactive waste generated from remediation activities: basal (bottom) liners, final covers, in situ vertical barriers and in situ permeable reactive barriers.
