<?xml version="1.0" encoding="UTF-8"?>
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<title>Theses and Dissertations (Nuclear Engineering and Radiation Health Physics)</title>
<link href="http://hdl.handle.net/1957/18497" rel="alternate"/>
<subtitle/>
<id>http://hdl.handle.net/1957/18497</id>
<updated>2013-05-24T02:06:48Z</updated>
<dc:date>2013-05-24T02:06:48Z</dc:date>
<entry>
<title>Preliminary framework for the run-ahead predictive simulation software (RAPSS)</title>
<link href="http://hdl.handle.net/1957/38468" rel="alternate"/>
<author>
<name>Makinson, Kevin A.</name>
</author>
<id>http://hdl.handle.net/1957/38468</id>
<updated>2013-05-06T21:25:21Z</updated>
<published>2013-04-19T00:00:00Z</published>
<summary type="text">Preliminary framework for the run-ahead predictive simulation software (RAPSS)
Makinson, Kevin A.
The Run-Ahead Predictive Simulation Software (RAPSS) is an architecture designed for faster-than-real-time decision support for operators of complex networks.  To enable further development of the RAPSS methodology, the necessary proof of principle is illustrated in two applications: decision support for shift technical advisors in nuclear power plant control rooms (RAPSS-STA), and in the event of a release outside of containment, decision support for emergency operation centers (RAPSS-EOC).
Graduation date: 2013
</summary>
<dc:date>2013-04-19T00:00:00Z</dc:date>
</entry>
<entry>
<title>Experimental shielding evaluation of the radiation protection provided by residential structures</title>
<link href="http://hdl.handle.net/1957/38431" rel="alternate"/>
<author>
<name>Dickson, Elijah D.</name>
</author>
<id>http://hdl.handle.net/1957/38431</id>
<updated>2013-05-02T20:06:42Z</updated>
<published>2013-04-11T00:00:00Z</published>
<summary type="text">Experimental shielding evaluation of the radiation protection provided by residential structures
Dickson, Elijah D.
The human health and environmental effects following a postulated accidental release of radioactive material to the environment has been a public and regulatory concern since the early development of nuclear technology and researched extensively to better understand the potential risks for accident mitigation and emergency planning purposes. The objective of this investigation is to research and develop the technical basis for contemporary building shielding factors for the U.S. housing stock. Building shielding factors quantify the protection a certain building-type provides from ionizing radiation. Much of the current data used to determine the quality of shielding around nuclear facilities and urban environments is based on simplistic point-kernel calculations for 1950’s era suburbia and is no longer applicable to the densely populated urban environments seen today. To analyze a building’s radiation shielding properties, the ideal approach would be to subject a variety of building-types to various radioactive materials and measure the radiation levels in and around the building. While this is not entirely practicable, this research uniquely analyzes the shielding effectiveness of a variety of likely U.S. residential buildings from a realistic source term in a laboratory setting. Results produced in the investigation provide a comparison between theory and experiment behind building shielding factor methodology by applying laboratory measurements to detailed computational models. These models are used to develop a series of validated building shielding factors for generic residential housing units using the computational code MCNP5. For these building shielding factors to be useful in radiologic consequence assessments and emergency response planning, two types of shielding factors have been developed for; (1) the shielding effectiveness of each structure within a semi-infinite cloud of radioactive material, and (2) the shielding effectiveness of each structure from contaminant deposition on the roof and surrounding surfaces. For example, results from this investigation estimate the building shielding factors from a semi-infinite plume between comparable two-story models with a basement constructed with either brick-and-mortar or vinyl siding composing the exterior wall weather and a typical single-wide manufactured home with vinyl siding to be 0.36, 0.65, and 0.82 respectively.; The human health and environmental effects following a postulated accidental release of radioactive material to the environment has been a public and regulatory concern since the early development of nuclear technology and researched extensively to better understand the potential risks for accident mitigation and emergency planning purposes. The objective of this investigation is to research and develop the technical basis for contemporary building shielding factors for the U.S. housing stock. Building shielding factors quantify the protection a certain building-type provides from ionizing radiation. Much of the current data used to determine the quality of shielding around nuclear facilities and urban environments is based on simplistic point-kernel calculations for 1950’s era suburbia and is no longer applicable to the densely populated urban environments seen today. To analyze a building’s radiation shielding properties, the ideal approach would be to subject a variety of building-types to various radioactive materials and measure the radiation levels in and around the building. While this is not entirely practicable, this research uniquely analyzes the shielding effectiveness of a variety of likely U.S. residential buildings from a realistic source term in a laboratory setting. Results produced in the investigation provide a comparison between theory and experiment behind building shielding factor methodology by applying laboratory measurements to detailed computational models. These models are used to develop a series of validated building shielding factors for generic residential housing units using the computational code MCNP5. For these building shielding factors to be useful in radiologic consequence assessments and emergency response planning, two types of shielding factors have been developed for; (1) the shielding effectiveness of each structure within a semi-infinite cloud of radioactive material, and (2) the shielding effectiveness of each structure from contaminant deposition on the roof and surrounding surfaces. For example, results from this investigation estimate the building shielding factors from a semi-infinite plume between comparable two-story models with a basement constructed with either brick-and-mortar or vinyl siding composing the exterior wall weather and a typical single-wide manufactured home with vinyl siding to be 0.36, 0.65, and 0.82 respectively.
Graduation date: 2013
</summary>
<dc:date>2013-04-11T00:00:00Z</dc:date>
</entry>
<entry>
<title>Modeling and analysis of a heat transport transient test facility for space nuclear systems</title>
<link href="http://hdl.handle.net/1957/38011" rel="alternate"/>
<author>
<name>Wheeler, Adam (Adam Richard)</name>
</author>
<id>http://hdl.handle.net/1957/38011</id>
<updated>2013-04-04T17:43:01Z</updated>
<published>2013-03-20T00:00:00Z</published>
<summary type="text">Modeling and analysis of a heat transport transient test facility for space nuclear systems
Wheeler, Adam (Adam Richard)
The purpose of this thesis is to design a robust test facility for a small space nuclear power system and model its physical behavior under different scenarios. The test facility will be used to simulate a 1-10kWe nuclear reactor, its electrical generation, and heat removal capabilities. This simulator will be used to explore, test and understand the steady-state and transient operation capabilities of small space nuclear power systems. Currently, the system is planned to operate on a variable, electrical heat source directly connected to heat pipes. The heat pipes are to be stainless steel with a water working fluid. These heat pipes will then be connected to a power conversion simulator or actual power conversion technologies. The power conversion simulator is connected to a radiator using a water based heat pipe network using fins and connecting plates in a cylindrical geometry.&#13;
&#13;
Modeling of the facility was performed using two different analysis programs, STELLA and SolidWorks. STELLA was used as a lumped sum heat transport code, and SolidWorks was used as a more accurate system to verify the validity of STELLA's results. Both programs were used to analyze startup, heat pipe failures, and loss of power&#13;
conversion with the end goal of finding safe operational transient scenarios for the transient test facility.
Graduation date: 2013
</summary>
<dc:date>2013-03-20T00:00:00Z</dc:date>
</entry>
<entry>
<title>Application of sandwich structure analysis in predicting critical flow velocity for a laminated flat plate</title>
<link href="http://hdl.handle.net/1957/37889" rel="alternate"/>
<author>
<name>Jensen, Philip (Philip J.)</name>
</author>
<id>http://hdl.handle.net/1957/37889</id>
<updated>2013-03-26T21:05:29Z</updated>
<published>2013-03-08T00:00:00Z</published>
<summary type="text">Application of sandwich structure analysis in predicting critical flow velocity for a laminated flat plate
Jensen, Philip (Philip J.)
The Oregon State University (OSU), Hydro Mechanical Fuel test Facility (HMFTF) is designed to hydro-mechanically test prototypical plate type fuel. OSU's fuel test program is a part of the Global Threat Reduction Initiative (GTRI), formerly known as the Reduced Enrichment for Research and Test Reactor program. One of the GTRI's goals is to convert all civilian research, and test reactors in the United State from highly enriched uranium (HEU) to a low enriched uranium (LEU) fuel in an effort to reduce nuclear proliferation.&#13;
&#13;
An analytical model has been developed and is described in detail which complements the experimental work being performed by the OSU HMFTF, and advances the science of hydro-mechanics. This study investigates two methods for determining the critical flow velocity for a pair of laminated plates. The objective is accomplished by incorporating a flexural rigidity term into the formulation of critical flow velocity originally derived by Miller, and employing sandwich structure theory to determine the rigidity term. The final outcome of this study results in the developing of a single equation for each of three different edge boundary conditions which reliably and comprehensively predicts the onset of plate collapse. The two models developed and presented, are termed the monocoque analogy and the ideal laminate model.  
Graduation date: 2013
</summary>
<dc:date>2013-03-08T00:00:00Z</dc:date>
</entry>
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