Publications

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Proposed for publication in Radwaste Solutions.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Hillesheim, Michael B.; Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

World Water Congress 2005: Impacts of Global Climate Change - Proceedings of the 2005 World Water and Environmental Resources Congress

Lowry, T.S.; Beauheim, Richard L.

The Waste Isolation Pilot Plant (WIPP) in southeast New Mexico has been developed for underground disposal of transuranic waste in halite beds of the Permian Salado Formation. Managed by the Department of Energy, the WIPP has been operational since March 1999. The most important water-bearing unit above the Salado Formation is the Culebra Dolomite Member of the Rustler Formation (Culebra), which lies about 200 m below ground surface and 400 m above the repository. Here, two investigations are conducted using parallel processing that address separate issues in the Culebra that may have an effect on the groundwater flow field in the area surrounding the WIPP site. The first investigation looks at current and future potash mining in the upper Salado Formation, within and outside the WIPP boundary. Potash mining causes subsidence of the Culebra, resulting in higher transmissivities that may change regional groundwater flow patterns. A Monte Carlo approach is used to characterize model uncertainty. The second investigation assesses possible causes for an observed water-level rise in 17 monitoring wells in the Culebra over the last 10 to 15 years. Two possible scenarios for the rise in heads are: (1) leakage into the Culebra of refining-process water discharged onto potash tailings piles, probably through subsidence-induced fractures and/or leaky boreholes; and (2) leakage into the Culebra of water from units above or below the Culebra through poorly plugged and abandoned boreholes. Leakage rates for each scenario are inversely modeled and calibrated to linearized drawdowns of 12 monitoring well hydrographs. Copyright ASCE 2005.

Beauheim, Richard L.; Mckenna, Sean A.

Abstract not provided.

Proposed for publication in the American Geophysical Union Monograph.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.

Abstract not provided.

Beauheim, Richard L.; Beauheim, Richard L.

Abstract not provided.

Proposed for publication in the Bulletin of the Oklahoma Geological Survey.

Beauheim, Richard L.; Beauheim, Richard L.; Mckenna, Sean A.

Abstract not provided.

Wagner, Stephen W.; Beauheim, Richard L.; Pfeifle, Tom P.; Duran, Grace A.; Williams, Cecelia V.; Williams, Cecelia V.

The WIPP Case Study describes the compliance monitoring program, record keeping requirements, and passive institutional controls that are used to help ensure the Waste Isolation Pilot Plant (WIPP) will safety contain radioactive waste and indicate dangers and location of the wastes. The radioactive components in the waste are regulated by the U.S. Environmental Protection Agency (EPA) while the hazardous components in the waste are regulated by the New Mexico Environment Department (NMED). This paper addresses monitoring relating to radionuclide containment performance, passive institutional controls, and record keeping over a 10,000-year time frame. Monitoring relating to the hazardous components and the associated regulator are not addressed in this paper. The WIPP containment performance is mandated by release limits set by regulation. Regulations also require the radioactive waste containment performance of the WIPP to be predicted by a ''Performance Assessment.'' The EPA did not base the acceptance of the WIPP solely on predicted containment but included additional assurance measures. One such assurance measure is monitoring, which may be defined as the on-going measurement of conditions in and around the repository. This case study describes the evolution of the WIPP monitoring program as the WIPP project progressed through the planning, site characterization, regulatory promulgation, and eventual operational stages that spanned a period of over 25 years. Included are discussions of the regulatory requirements for monitoring, selection of monitoring parameters, trigger values used to identify unexpected conditions, assessment of monitoring data against the trigger values, and plans for post-closure monitoring. The United EPA established the requirements for Passive Institutional Controls (PICs) for disposal sites. The requirements state the a disposal site must be designated by the most permanent markers, records, and other passive institutional controls practicable to indicate the dangers of the wastes and their location. The PIC Task Force assessed the effectiveness of PICs in deterring inadvertent human intrusion and developed a conceptual design for permanently marking the Waste Isolation Pilot Plant (WIPP), establishing records, and identifying other practicable controls to indicate the dangers of the wastes and their location. The marking system should provide information regarding the location, design, contents, and hazards associated with WIPP. This paper discuss these controls including markers, records, archives, and government ownership and land-use restrictions.

Journal of Hydrology

Beauheim, Richard L.; Roberts, Randall M.; Roberts, Randall M.

The Permian Salado Formation in the Delaware Basin of New Mexico is an extensively studied evaporite deposit because it is the host formation for the Waste Isolation Pilot Plant, a repository for transuranic wastes. Geologic and hydrologic studies of the Salado conducted since the mid-1970's have led to the development of a conceptual model of the hydrogeology of the formation that involves far-field permeability in anhydrite layers and at least some impure halite layers. Pure halite layers and some impure halite layers may not possess an interconnected pore network adequate to provide permeability. Pore pressures are probably very close to lithostatic pressure. In the near field around an excavation, dilation, creep, and shear have created and/or enhanced permeability and decreased pore pressure. Whether flow occurs in the far field under natural gradients or only after some threshold gradient is reached is unknown. If far-field flow does occur, mean pore velocities are probably on the order of a meter per hundreds of thousands to tens of millions of years. Flow dimensions inferred from most hydraulic-test responses are subradial, which is believed to reflect channeling of flow through fracture networks, or portions of fractures, that occupy a diminishing proportion of the radially available space, or through percolation networks that are not ''saturated'' (fully interconnected). This is probably related to the directional nature of the permeability created or enhanced by excavation effects. Inferred values of permeability cannot be separated from their associated flow dimensions. Therefore, numerical models of flow and transport should include heterogeneity that is structured to provide the same flow dimensions as are observed in hydraulic tests. Modeling of the Salado Formation around the WIPP repository should also include coupling between hydraulic properties and the evolving stress field because hydraulic properties change as the stress field changes.

Beauheim, Richard L.

Abstract not provided.

Meigs, Lucy C.; Beauheim, Richard L.

This report provides (1) an overview of all tracer testing conducted in the Culebra Dolomite Member of the Rustler Formation at the Waste Isolation Pilot Plant (WPP) site, (2) a detailed description of the important information about the 1995-96 tracer tests and the current interpretations of the data, and (3) a summary of the knowledge gained to date through tracer testing in the Culebra. Tracer tests have been used to identify transport processes occurring within the Culebra and quantify relevant parameters for use in performance assessment of the WIPP. The data, especially those from the tests performed in 1995-96, provide valuable insight into transport processes within the Culebra. Interpretations of the tracer tests in combination with geologic information, hydraulic-test information, and laboratory studies have resulted in a greatly improved conceptual model of transport processes within the Culebra. At locations where the transmissivity of the Culebra is low (< 4 x 10{sup -6} m{sup 2}/s), we conceptualize the Culebra as a single-porosity medium in which advection occurs largely through the primary porosity of the dolomite matrix. At locations where the transmissivity of the Culebra is high (> 4 x 10{sup -6} m{sup 2}/s), we conceptualize the Culebra as a heterogeneous, layered, fractured medium in which advection occurs largely through fractures and solutes diffuse between fractures and matrix at multiple rates. The variations in diffusion rate can be attributed to both variations in fracture spacing (or the spacing of advective pathways) and matrix heterogeneity. Flow and transport appear to be concentrated in the lower Culebra. At all locations, diffusion is the dominant transport process in the portions of the matrix that tracer does not access by flow.