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Dive into the research topics where Kenneth L. Dixon is active.

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Featured researches published by Kenneth L. Dixon.


Health Physics | 2017

Dose Comparisons for a Site-specific Representative Person Using the Age-dependent Dose Coefficients in Cap88-pc Version 4.

Brooke H. Stagich; Kelsey R. Moore; Joseph R. Newton; Kenneth L. Dixon; G. Timothy Jannik

Abstract Most U.S. Department of Energy (DOE) facilities with radiological airborne releases use the U.S. Environmental Protection Agency’s (EPA) environmental dosimetry code CAP88‐PC to demonstrate compliance with regulations in 40CFR61, subpart H [National Emission Standards for Hazardous Air Pollutants: Radiological (NESHAP)]. In 2015, EPA released Version 4 of CAP88‐PC, which included significant modifications that improved usability and age-dependent dose coefficients and usage factors for six age groups (infant, 1 y, 5 y, 10 y, 15 y, and adult). However, EPA has not yet provided specific guidance on how to use these age-dependent factors. For demonstrating compliance with DOE public dose regulations, the Savannah River Site (SRS) recently changed from using the maximally exposed individual (MEI) concept (adult male) to the representative person concept (age- and gender-averaged reference person). In this study, dose comparisons are provided between the MEI and a SRS-specific representative person using the age-specific dose coefficients and usage factors in CAP88‐PC V.4. Dose comparisons also are provided for each of the six age groups using five radionuclides of interest at SRS (tritium oxide, 137Cs, 90Sr, 239Pu, and 129I). In general, the total effective dose increases about 11% for the representative person as compared to the current NESHAP MEI because of the inclusion of the more radiosensitive age groups.


Archive | 2015

Characterization of Unsaturated Hydraulic Conductivity in Fractured Media Using the Multistep Outflow Method - 15461

Greg Flach; Kenneth L. Dixon; Ralph L. Nichols

The multistep outflow method is routinely used to characterize the unsaturated hydraulic conductivity of soils. The technique involves placing a soil sample in a pressure plate apparatus, subjecting the sample to multiple gas pressures in discrete steps through time, and measuring the transient volume of pore fluid extracted. Unsaturated hydraulic property values are estimated through inverse modeling of the experimental conditions. In this study the multistep outflow concept was applied to micro-cracked cementitious materials to assess the efficacy of the technique for these materials. The cementitious materials tested were salt-waste simulant grout samples artificially damaged through oven-drying. Compared to typical soils, fractured media exhibit higher saturated conductivity and lower air-entry pressure, and the volume of fluid extractable from fractures is much lower than soil porosity. To accommodate these material differences the standard test apparatus was modified to incorporate a higher conductivity ceramic pressure plate, a high-precision digital balance for logging outflow mass, a low volume (diameter) effluent line, multiple inline high-precision gas regulators, and a high-precision low-range pressure gauge. Testing to date indicates that the modified apparatus can provide a viable means to measure the unsaturated hydraulic properties of micro-fractured cementitious materials. However the accuracy/uniqueness of inverse modeling is limited by the inherent characteristics of fractured media: high saturated conductivity, low air-entry pressure, and strong non-linearities. Hydraulic property results in the form of van Genuchten / Mualem curves are presented for three fractured grout specimens. DOE Performance Assessments often involve cementitious barriers and/or waste forms that are predicted or assumed to degrade over time due to various mechanisms such as carbonation-influenced reinforcing steel corrosion, external sulfate attack, differential settlement, and seismic activity. Physical degradation typically takes the form of small-scale cracking / fracturing, and the affected materials reside in unsaturated hydrogeologic zones. In these cases, unsaturated hydraulic properties are needed for fractured cementitious materials to simulate moisture movement and contaminant transport within and around the facility. The outflow extraction method, as implemented in the present study, provides a suitable method for estimating these material properties.


Archive | 2013

SAVANNAH RIVER SITE ENVIRONMENTAL REPORT FOR 2012

Michael Griffith; Timothy Jannik; Kim Cauthen; Tracy Bryant; Lori Coward; Teresa Eddy; Karen M. Vangelas; Sadika O'Quinn; Amy Meyer; Jana D. Ackerman; John Adams; Greta Fanning; Martha Thompson; Eduardo B. Farfán; Kenneth L. Dixon; Robert Kemmerlin; Ted Millings; Sherrod Maxwell; Susan Blas; Brian B. Looney; Dennis G. Jackson; Michael H. Paller; William Wabbersen

This report is an overview of effluent monitoring and environmental surveillance activities conducted on and in the vicinity of SRS from January 1 through December 31, 2012 - including the Site�s performance against applicable standards and requirements. Details are provided on major programs such as the Environmental Management System (EMS) and permit compliance.


Archive | 2013

Saltstone Osmotic Pressure

Ralph L. Nichols; Kenneth L. Dixon

Recent research into the moisture retention properties of saltstone suggest that osmotic pressure may play a potentially significant role in contaminant transport (Dixon et al., 2009 and Dixon, 2011). The Savannah River Remediation Closure and Disposal Assessments Group requested the Savannah River National Laboratory (SRNL) to conduct a literature search on osmotic potential as it relates to contaminant transport and to develop a conceptual model of saltstone that incorporates osmotic potential. This report presents the findings of the literature review and presents a conceptual model for saltstone that incorporates osmotic potential. The task was requested through Task Technical Request HLW-SSF-TTR- 2013-0004.


Remediation Journal | 2006

Soil vapor extraction system design: A case study comparing vacuum and pore-gas velocity cutoff criteria

Kenneth L. Dixon; Ralph L. Nichols


Environmental Geosciences | 2005

Permeability estimation from transient vadose zone pumping tests in shallow coastal-plain sediments

Kenneth L. Dixon; Ralph L. Nichols


Remediation Journal | 2012

SEQUESTRATION OF METALS IN ACTIVE CAP MATERIALS: A LABORATORY AND NUMERICAL EVALUATION

Kenneth L. Dixon; Anna Sophia Knox


Remediation Journal | 2014

Evaluation of Active Cap Materials for Metal Retention in Sediments

Anna Sophia Knox; Michael H. Paller; Kenneth L. Dixon


Environmental Geosciences | 2005

Innovative technologies and vadose zone treatment of chlorinated volatile organic compounds: Case study

Jay V. Noonkester; Ralph L. Nichols; Kenneth L. Dixon


Archive | 2011

PERMEABILITY TESTING OF SIMULATED SALTSTONE CORE AND VAULT 4 CELL E SALTSTONE

Ralph L. Nichols; Kenneth L. Dixon

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Ralph L. Nichols

Savannah River National Laboratory

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Anna Sophia Knox

Savannah River National Laboratory

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Brooke H. Stagich

Savannah River National Laboratory

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G. Timothy Jannik

Savannah River National Laboratory

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Jay V. Noonkester

Savannah River National Laboratory

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Dennis G. Jackson

Savannah River National Laboratory

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Eduardo B. Farfán

Savannah River National Laboratory

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Frank C. Sappington

Savannah River National Laboratory

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