Teve como objetivo verificar e comparar a alteração das características do carvão antracitoso e do carvão betuminoso utilizados em meio filtrante, devido ao efeito abrasivo causado entre os grãos decorrentes de lavagens exclusivamente com água e lavagens independentes com ar e água. Foram estudados dois tipos de carvão antracitoso e um tipo de carvão betuminoso, para os quais foram determinadas suas características químicas e físicas. Os ensaios foram realizados em uma instalação ao piloto montada na escola de engenharia de São Carlos-EESC, USP, na qual foram feitas simulações de lavagens admitindo-se uma lavagem diária durante um ano para cada método, de modo intermitente, em que o meio granular era compactado ao final de cada lavagem, e continuo, sem compactação do meio granular. A velocidade ascensional utilizada para cada simulação de lavagem foi de 0,9 m/min, promovendo expansão no meio granular de 35 a 40%. A taxa de ar utilizada para as simulações de lavagens com aplicação de ar foi de 15 l/sm2. Após o término das 365 lavagens, foram determinados os valores médios do coeficiente de esfericidade e da porosidade do meio granular estratificado e construída a curva de distribuição granulométrica das amostras utilizadas nos ensaios. Conclui-se que o carvão betuminoso apresentou comportamento semelhante ao dos carvões antracitosos e que a metodologia de lavagem continua produz praticamente o mesmo efeito abrasivo comparada a de lavagem intermitente. / This work had the objetive to verify and to compare the alterations on the properties of Anthracite coal and Betuminous coal, due to the abrasive effect caused between the grains resulted from washing exclusively with water and independent washing with air and water. There were studied two types of Anthracite coal and one type of Betuminous coal, their chemical and physical properties were determined. The tests were performed at a pilot instalation setted at the School of Engineering of São Carlos - EESC,USP; where, were done simulations of washing, it was admitted one washing a day during one year (365 washing) for each method, in an intermitent way, in which the granular medium was compacted at the end of each washing, and continous without compactation of the granular medium. The ascending speed used for each simulation of washing was 0,9 m/min, promoting an expansion in the granular medium of 35 to 40%. The rate of air used for the simulations of washing with the aplication of air was 15 I/sm2. After the last of the 365 washing, were determined the average values of the coefficient of sphericity and porosity of the granular estratified medium and was constructed a curve of the granulometric distribution of the samples used during the tests. It was conclued that Betuminous coal shows similar behaviour as Anthracite coaI and the continous method produce the same effect abrasive compared intermitent method.

在中国，绝大多数煤矿事故主要是由煤矿瓦斯和煤矿突水造成。统计数据显示，目前煤矿水灾引起的直接经济损失已经排在了所有煤矿灾害之前，煤矿水灾已经日益成为最危险的一种煤矿灾害。现阶段在煤矿完全方面主要目标就是尽量减少发生煤矿瓦斯爆炸和水灾的隐患。因此，对于预防和处理煤矿水灾来说，设计一种快速且准确的煤矿水灾的风险评价方法是非常急需的。传统的风险评价方法需要进行大量的广泛的地质调查来寻找地表裂隙等引起煤矿水灾的分险源。这些裂隙主要是因为地面形变造成，这种地面形变在煤矿区一般是由于地下采矿活动或者煤火造成塌陷引起的，或者两者共同作用引起的。一般情况下，煤矿区地处偏远，高海拔，不宜居住的地方，尤其是有煤火的地方，更加不易进行全面地调查。因此，我们认为使用卫星遥感数据对煤矿区大范围周期性的监测，并及时提取与煤矿水灾相关的信息进行风险分析的方法相对与传统方式来说更为便捷，更为及时。经过对乌达煤矿区的野外调查，我们确定了一些会引起乌达煤矿水灾的致灾因素，例如煤火，剥挖坑，渣堆等特有的因素。 / 本论文提出一个利用遥感，地理信息技术以及水文模型相结合的煤矿区水灾分险评估模型。在这个模型中，首先根据地质和水文数据确定了14个引起该地区水灾灾害的主要影响因素。通过野外调查，专家组一致认为降雨，特别是大暴雨，剥挖坑和地表裂隙是乌达煤矿区最重要的几个因素。分析野外调查成果，可以发现煤火和沉降与试验区地表裂隙有着正相关性。因此在这个模型中，引入煤火和沉降信息来代替实际地表裂隙情况。煤火和沉降信息可以通过多种遥感数据获得。在获得所有致灾因素的信息后，结合专家组的意见，通过层次分析法（AHP）来建立致灾因素的层次并通过成对比较矩阵计算各个致灾因素的权重。最后，通过模型计算得到最终的煤矿区风险评估图。本文得到的结果与神华（北京）遥感勘查有限责任公司实地调查后形成的风险评估图进行对比，结果显示风险分布基本相同。本文也探讨了可能造成两者差异的原因。最后，针对某一高风险区进行实地的钻孔和地震探测验证，结果显示该地区的致灾因素特征明显，具备高风险特性。 / 验证结果表明，本文提出的方法是具有可操作性的且准确高效，具有一定的煤矿水灾预测作用。我们希望该方法通过进一步的改进，能够应用到实际的煤矿水灾风险评价预测中去。 / In China, coal mine accidents were mainly caused by gas and water inrush. Recently, the direct economic loss caused by coal mine flood has been ranked the first among all kinds of coal mine disasters. Reducing water inrush accidents become the main direction and aiming of coal mine security control. From the statistics of coal mine disasters, we learned that the coal mine flood disasters have become the most dangerous mine disaster. There is, therefore, an urgent need to design and provide a coal mine flood risk assessment timely and accurately for mine companies to prevent and deal with the coal mine flood. Traditional approaches investigate the geological condition and find out the exactly numbers and width of fissures caused by coal mining or coal fires burnt. However, the shortcomings of these methods are time consuming, difficult to repeat, and costly to apply over large areas, especially, for many coal mine area located in isolated region, high up in the mountains, in dense forests, and other inhospitable terrains. Hence the use of GIS technology and remote sensing data, particularly satellite remote sensing with a capability of repeated observation of the earth surface, was considered as a very effective approach to detect, analyze and monitor information of mine flood in coal mine area over a large areas. / In this research a risk assessment model was proposed to assess the mine flood risk in Wuda coal mine area using RS, GIS techniques and basic hydrological model. First of all, we analyzed the major factors causing coal mine flood in Wuda coal field, based on the geological and hydrological data. According to the investigated material and the experiences from geologists and coal mining experts, four main criteria including water sources, surface condition, water conductors and water containers as well as fourteen factors were selected to participate the assessment, among which, rainfall, stripping digging pits and fissures were considered as the three main factors to cause mine flood in Wuda coal mine area. The rainfall and sinks information were easily to derive. However, the fissures information was difficult to obtain. Based on the analysis of investigation, the positive correlation between fissures and coal fires or subsidence was obtained. Therefore, the coal fire factor and ground subsidence factor were imported to indicate the fissures information. Then, a method for deriving these impact factors was proposed for coal mine flood risk assessment model. After obtaining the all factors related information, the weights of these factors were calculated by pair-wise comparison method, which depend on the specialists’ opinions. A risk assessment analysis approach based on AHP was created for combining these factors and calculating the results. / Finally, based on the result from risk assessment model, a risk assessment indication map was generated using GIS software. By comparing our assessment result with the Wuda coal flood risk map from Shenhua Group, we noticed that the distribution and levels of coal mine flood risk are similar. Some other auxiliary techniques, for instance, the geological drilling and geological radar detection, were used to validate the result of our study. These techniques also proved the final result is reasonable and acceptable. After the investigation and evaluation, some conclusions and suggestions, were proposed for coal mine companies to avoid or reduce the risk from coal mine flood. / The results indicate that the methodology is effective and practical; thus, it has the potential to forecast the ood risk for coal mine ood risk management. Therefore, it can be used as a final risk assessment model for mine flooding in coal fire area. In the future, we will conduct such risk analysis to mitigate the impact from coal mine flood disasters. / Detailed summary in vernacular field only. / Detailed summary in vernacular field only. / Detailed summary in vernacular field only. / Wang, Shengxiao. / Thesis (Ph.D.)--Chinese University of Hong Kong, 2013. / Includes bibliographical references (leaves 162-174). / Electronic reproduction. Hong Kong : Chinese University of Hong Kong, [2012] System requirements: Adobe Acrobat Reader. Available via World Wide Web. / Abstracts also in Chinese. / Abstract --- p.i / TABLE OF CONTENT --- p.vi / LIST OF TABLES --- p.ix / LIST OF FIGURES --- p.x / Acknowledgements --- p.xiii / Chapter 1. --- Introduction --- p.1 / Chapter 1.1 --- Coal mine disasters in China --- p.1 / Chapter 1.2 --- Coal mine flood in China --- p.4 / Chapter 1.3 --- Background of Wuda coal mine area --- p.6 / Chapter 1.4 --- Research objectives --- p.9 / Chapter 1.5 --- Structure of the thesis --- p.11 / Chapter 2. --- Background --- p.12 / Chapter 2.1 --- Coal mine flood --- p.12 / Chapter 2.1.1 --- Classification of coal mine flood --- p.12 / Chapter 2.1.2 --- Current rescuing situation of coal mine flood --- p.13 / Chapter 2.2 --- The Longwall coal mining --- p.14 / Chapter 2.3 --- Coal mining Subsidence --- p.19 / Chapter 2.3.1 --- Subsidence Mechanisms --- p.19 / Chapter 2.3.2 --- Subsidence and Fissures --- p.20 / Chapter 2.3.3 --- Previous investigations --- p.22 / Chapter 2.4 --- Coal fire and fissures --- p.24 / Chapter 2.4.1 --- Definition and Classification --- p.24 / Chapter 2.4.2 --- Combustionmechanism --- p.27 / Chapter 2.4.3 --- Production of coal fire - Minerals and Burnt rock --- p.29 / Chapter 2.4.4 --- Ground temperature related to the coal fire --- p.31 / Chapter 2.4.5 --- Fissures caused by Coal fire --- p.32 / Chapter 2.4.6 --- Detecting Coal Fires Using Remote Sensing --- p.34 / Chapter 2.5 --- Assessment methods review --- p.37 / Chapter 3. --- Description of the study areas & data sets --- p.39 / Chapter 3.1 --- Study area --- p.39 / Chapter 3.2 --- Geography --- p.40 / Chapter 3.2.1 --- Geographical position --- p.40 / Chapter 3.2.2 --- Climate --- p.41 / Chapter 3.3 --- Geology --- p.42 / Chapter 3.3.1 --- Geology structure --- p.42 / Chapter 3.3.2 --- The stratigraphy of coal --- p.43 / Chapter 3.4 --- Hydrology --- p.46 / Chapter 3.4.1 --- Hydrogeological characteristics --- p.46 / Chapter 3.4.2 --- Surface hydrological characteristics --- p.46 / Chapter 3.5 --- Three major coal mine overviews of the assessment area --- p.48 / Chapter 3.5.1 --- Suhaitu coal mine --- p.48 / Chapter 3.5.2 --- Huangbaici coal --- p.51 / Chapter 3.5.3 --- Wuhushan coal --- p.53 / Chapter 3.6 --- Data available --- p.55 / Chapter 3.6.1 --- Data available for this research --- p.55 / Chapter 3.6.2 --- Collection materials and data for reference --- p.55 / Chapter 4. --- Investigation and Analysis of Risk Factors --- p.57 / Chapter 4.1 --- Currentstatus of Wuda Coalfield --- p.57 / Chapter 4.2 --- Water source --- p.58 / Chapter 4.2.1 --- Rain fall --- p.58 / Chapter 4.3 --- Surface Condition --- p.59 / Chapter 4.3.1 --- Flood ditches and surfacerunoff --- p.59 / Chapter 4.3.2 --- Stripping digging pits --- p.61 / Chapter 4.3.3 --- Slag heap --- p.67 / Chapter 4.3.4 --- Water yield of three main coal mine --- p.71 / Chapter 4.4 --- Water conductors investigation --- p.72 / Chapter 4.4.1 --- Faults --- p.73 / Chapter 4.4.2 --- Fissures investigation --- p.75 / Chapter 4.4.3 --- Investigation and analysis of fissures --- p.81 / Chapter 4.4.4 --- Abandoned tunnel and (illegal) private coal mine --- p.83 / Chapter 4.4.5 --- Subsurface Detection- Geological radar --- p.84 / Chapter 5. --- Methodology and Information acquisition --- p.87 / Chapter 5.1 --- Evaluation Index System --- p.87 / Chapter 5.1.1 --- Methodologies in Establishing the Evaluation Index System --- p.87 / Chapter 5.1.2 --- Principles for Establishing Evaluation Index System --- p.88 / Chapter 5.1.3 --- Method in Establishing Evaluation Index System --- p.89 / Chapter 5.1.4 --- Flow chart --- p.90 / Chapter 5.2 --- Storm Rainfall Design --- p.91 / Chapter 5.3 --- Drainage network and fill sinks extraction --- p.94 / Chapter 5.3.1 --- Surfacerunoff model --- p.94 / Chapter 5.3.2 --- Fill Sinks (peaks) --- p.96 / Chapter 5.3.3 --- Flow Direction --- p.97 / Chapter 5.3.4 --- Flow accumulation --- p.98 / Chapter 5.4 --- Traditional methods of derived Fissures area and depth --- p.101 / Chapter 5.5 --- The method of obtaining coal fire information --- p.103 / Chapter 5.5.1 --- Remote sensing data --- p.105 / Chapter 5.5.2 --- Land use classification --- p.105 / Chapter 5.5.3 --- Temperatureretrieval based on TM/ETM+ --- p.107 / Chapter 5.5.4 --- Results of coal fire retrieval --- p.110 / Chapter 5.6 --- The method of obtaining coal mine subsidence area --- p.113 / Chapter 5.7 --- Illegal private coal mine detecting --- p.115 / Chapter 5.8 --- The Analytic Hierarchy Process (AHP) --- p.118 / Chapter 5.8.1 --- Introduction of AHP --- p.118 / Chapter 5.8.2 --- The procedure of AHP --- p.120 / Chapter 6. --- Evaluation and validation --- p.122 / Chapter 6.1 --- Workflow --- p.122 / Chapter 6.2 --- Develop a decision hierarchy structure --- p.122 / Chapter 6.2.1 --- Choosing evaluation indicator --- p.123 / Chapter 6.3 --- Weights distribution --- p.124 / Chapter 6.3.1 --- Establishment of comparison matrix --- p.125 / Chapter 6.3.2 --- Weight Calculation and Consistency Check --- p.127 / Chapter 6.3.3 --- Global weight calculation and global consistency check --- p.131 / Chapter 6.4 --- Data Preparation and Classification --- p.133 / Chapter 6.4.1 --- Rainfall classification --- p.134 / Chapter 6.4.2 --- Classification of surface condition --- p.135 / Chapter 6.4.3 --- Classification of conductor --- p.138 / Chapter 6.5 --- Result of Factor weight overlay --- p.140 / Chapter 6.4.1. --- Results --- p.140 / Chapter 6.4.2 --- Compare with Risk Map from Shenhua Group --- p.143 / Chapter 6.4.3 --- Fieldwork Validation --- p.145 / Chapter 7. --- Conclusions and suggestions --- p.150 / Chapter 7.1 --- Results and conclusions --- p.150 / Chapter 7.2 --- Eliminate potentialdangerous source --- p.152 / Chapter 7.3 --- Flood prevention measures recommended --- p.153 / Chapter 7.3.1 --- Mainly measures for flood prevention --- p.154 / Chapter 7.3.2 --- General prevention and control of surface water --- p.155 / Chapter 7.3.3 --- Establish mechanisms and systems to prevent coal mine flood --- p.156 / Chapter 7.3.4 --- Strengthen the basic work to prevent coal mine accidents --- p.158 / Chapter 7.3.5 --- Investigation and remediation work to prevent coal mine accidents --- p.159 / Chapter 7.4 --- Future work --- p.160 / References --- p.162

O carvão responde pela maior parte da produção da eletricidade em vários países, e é o combustível mais queimado em caldeiras de usinas termelétricas no mundo, sendo assim uma das principais fontes de gases de efeito estufa. A biomassa de madeira é um combustível renovável, e o dióxido de carbono tem um ciclo curto nos processos de oxidação das biomassas. Este estudo teve como principais objetivos comparar a combustão de dois carvões minerais (um brasileiro e outro colombiano) e um carvão vegetal em um forno tubular de queda livre, comumente chamado de forno DTF (Drop Tube Furnace). Um DTF consiste em um reator cilíndrico vertical, com aquecimento homogêneo, onde a combustão de partículas de um combustível sólido ocorre em condições semelhantes às que ocorrem em caldeiras de leito pulverizado. Recentemente foi construído no Laboratório de Combustão do Departamento de Engenharia Mecânica da UFRGS um forno DTF com 1,340 m de altura útil e que opera até 1200°C. A combustão foi avaliada a 1100°C em termos de burnout, análise de temperatura e espécies químicas ao longo do comprimento do reator. Dos resultados obtidos, o carvão colombiano mostrou-se mais reativo por ter sido consumido mais rapidamente, alcançando burnouts mais elevados do que o carvão brasileiro e o carvão vegetal. O carvão vegetal e o carvão brasileiro obtiveram burnouts semelhantes ao longo do comprimento do forno. O carvão vegetal liberou mais CO que os carvões minerais no início da combustão. A emissão de NO foi mais alta na combustão do carvão colombiano e do carvão vegetal porque estes concentram mais nitrogênio em sua estrutura. As emissões de SO2 também foram proporcionais ao teor de enxofre nos carvões, de maneira que o carvão brasileiro apresentou as maiores concentrações, seguido pelo carvão colombiano e por último, o carvão vegetal. O ar comprimido afeta de forma regular a temperatura no forno, sendo maior a diferença de temperatura entre o perfil com ar comprimido e o perfil sem ar comprimido próximo ao ponto de injeção, o queimador. O perfil sem ar comprimido demostra que o aquecimento do DTF não é homogêneo. A combustão do carvão aumenta significativamente a temperatura no forno, chegando próximo ao perfil de temperatura sem a injeção de ar comprimido. Este trabalho incluiu ainda um estudo prévio do dosador de partículas, considerando diferentes tipos de carvão e carvão vegetal. / Coal is the main fuel in thermoelectric generation in many countries in the world, in spite of its well known being one of the main sources of greenhouse gases. On the other hand, wood biomass is a renewable energy source, associated to a short life cycle of the carbon dioxide produced in its oxidation processes. This study aimed at comparing the reactivity, in combustion atmosphere, of two coals, a Colombian one and a Brazilian one, as well as of a charcoal, by means of a drop tube furnace (DTF). A DTF consists in a vertical cylindrical reactor, capable of mantaining a homogeneously heated section along which combustion of solid fuel particles take place in similar heating rate and temperature conditions as those that are found in the operation of industrial-scale pulverized coal boilers. A DTF was built in the Combustion Laboratory of the Mechanical Engineering Department at Federal University of Rio Grande do Sul. The reactor measures 1340 mm in testing height and can be heated to provide inner temperatures up to 1200ºC. Combustion of samples of the selected fuels was evaluated in terms of the evolution of burnout, gas temperature and composition of the gas and of the char collected in a set of positions along the DTF axys. As main results, it was observed that the reactivity of the Colombian coal is higher than that of the other fuels all along the DTF height. Similar results for burnout were found for the Brazilian coal and the charcoal. Emissions were also investigated. It was observed that combustion of the charcoal releases more CO in the initial portion of the particles displacement inside the reactor. Emission of NO was found to be higher in the combustion of the Colombian coal as well as in the combustion of the charcoal, accomopanying the higher nitrogen content in the composition of the two fuels. Emissions of SO2 were also proportional to sulphur content in the fuels, so that the higher amounts of this species were found in the combustion of the Brazilian coal, followed by the Colombian coal and the charcoal. Temperature measurements were made with a probe specifically designed for that purpose. It was verified that the DTF provides a satisfactory testing length as long as combustion takes place. Discussion of the results includes the calibration of the dosing apparatus.

The co-firing technology of coal with biomass has been implemented to enhance the usage of biomass in power generation, thus reducing the release of greenhouse gas emissions. This study deals with the fireside issues, namely ash-related issues that arise during co-combustion of coal and biomass takes place. Ash release from biomass can lead to ash deposition problems such as fouling and slagging on surfacesof power generation boilers. The scope of this work includes the development of a conceptual model that predicts the ash release behaviour and chemical composition of inorganics in coal and biomass when combusted. An advanced analytical method was developed and introduced in this work to determine the speciation of biomass.The method known as pH extraction analysis was used to determine the inorganic speciation in three biomass samples, namely wood chips, wood bark and straw. The speciation of biomass and coal was used as an input to the model to predict the behaviour and release of ash. It was found that the main gas phases during the combustion of biomass are KCl, NaCl, K2SO4 and Na2SO4. Gas-to-particle formation calculations were carried out to determine the chemical composition of coal andbiomass when cooling takes place in the boiler. The results obtained in this work can be used in future work to determine the ash deposition of coal and biomass in boilers.

Thesis (Ph. D.)--Brigham Young University. Dept. of Chemical Engineering, 2006. / Includes bibliographical references (p. 141-147).

No description available.

The need and longing to connect to another is a fundamental desire of the human heart, enforcing a sense of movement toward social and personal security and, moreover, the future. Yet it is paradoxical that, where people are the most closely crowded together, feelings of alienation and loneliness are often the greatest. We live in times of busy isolation, on streets where we dont know our neighbours, in societies where our lives are lived behind closed doors. As the global village grows, our personal worlds shrink, both by circumstance and by choice. Our innate, gregarious nature faces its greatest challenge, or ultimate defeat.<p> The story of my hometown, New Waterford, is a substantial element in the story of my life as well as my art. The woodcuts and many of the paintings in the exhibition, Slag, are documentations of this place, its inhabitants and their way of life. It is a town with a unique character resulting from the circumstances surrounding its relationship to coalmininga town that is withering away now that the mines are gone. Other paintings in the exhibition depict people and spaces from other places that I have lived. Though the environments change, there are similarities in the pathos of the human subjects that remain constant. In my work, whether I am depicting the inhabitants of a hollowed out town or the solitary subway commuter, they are united as those things that have been lost or left behind in the name of progressthe leftovers and waste: the slag.

<p>Coal fired power plants are ubiquitous in the United States and most developed countries around the world, providing affordable electricity to consumers. In the US, approximately six hundred power plants generate 136 million tons of Coal Combustion Residuals (CCRs) annually, encompassing fly ash, bottom ash, and flue gas desulfurization materials. The range and blends of CCRs varies substantially across coal-fired plants and depends on a unique set of circumstances for each plant and coal source. Current U.S. regulations mandate the installation of advanced capture technologies to reduce atmospheric pollution, but do not address the transfer and storage, or the potential impacts to water resources. Thus improved air quality is traded for significant enrichments of contaminants in the solid waste and effluent discharged from power plants. </p><p>This work examines the geochemical and isotopic characteristics of CCRs, as well as potential environmental impacts from CCRs. This investigation looks at several different aspects of CCR and environmental interactions from 1) the immediate impacts of the 2008 TVA coal ash spill in Kingston, TN, 2) the long-term (18-month) exposure of the spilled ash in the Emory and Clinch rivers, 3) impacts on waterways in North Carolina that receive CCR effluent from coal fired power plants, and 4) examination of boron and strontium isotopes of CCRs from leaching experiments and their application as tracers in the environment of the TVA spill and NC waterways. These investigations have illuminated several conclusions, including contact of surface water with CCRs leach high concentrations of leachable CCR contaminants, such as As, Se, B, Sr, Mo, and V in the surface waters; the dilution effect is critical in determining the concentration of contaminants from the CCRs in surface water (both at the spill and in waterways receiving CCR effluent); recycling of trace elements (such as As) through adsorption/desorption can impact water quality; and elevated boron and strontium concentrations, in addition to their isotopes, can trace CCR effluent in the environment. Combining the geochemical behavior and isotopic characteristics provides a novel tool for the identification CCR effluents in the environment.</p> / Dissertation

The need and longing to connect to another is a fundamental desire of the human heart, enforcing a sense of movement toward social and personal security and, moreover, the future. Yet it is paradoxical that, where people are the most closely crowded together, feelings of alienation and loneliness are often the greatest. We live in times of busy isolation, on streets where we dont know our neighbours, in societies where our lives are lived behind closed doors. As the global village grows, our personal worlds shrink, both by circumstance and by choice. Our innate, gregarious nature faces its greatest challenge, or ultimate defeat.<p> The story of my hometown, New Waterford, is a substantial element in the story of my life as well as my art. The woodcuts and many of the paintings in the exhibition, Slag, are documentations of this place, its inhabitants and their way of life. It is a town with a unique character resulting from the circumstances surrounding its relationship to coalmininga town that is withering away now that the mines are gone. Other paintings in the exhibition depict people and spaces from other places that I have lived. Though the environments change, there are similarities in the pathos of the human subjects that remain constant. In my work, whether I am depicting the inhabitants of a hollowed out town or the solitary subway commuter, they are united as those things that have been lost or left behind in the name of progressthe leftovers and waste: the slag.

Thesis (M.A.)--West Virginia University, 2010. / Title from document title page. Document formatted into pages; contains v, 100 p. : ill., maps. Vita. Includes abstract. Includes bibliographical references (p. 84-88).