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Title: ASSESSMENT OF STRUCTURAL MATERIALS BY HIGH TEMPERATURE INSTRUMENTED INDENTATION
Creator: Gan, Bin
Date: 2012-12-03, 2012-12
Description: This is an ideal place for me to express my gratefulness to my Ph.D. advisor, Prof. Sammy Tin, who has offered me the financial support and...
Show moreThis is an ideal place for me to express my gratefulness to my Ph.D. advisor, Prof. Sammy Tin, who has offered me the financial support and tremendous freedom in doing research. From working with me through publications and thesis, mentoring me what constitutes a professional and high quality work, nurturing my patience, to giving me advice on how to deliver an insightful presentation, Prof. Tin puts his effort in helping me on every small step that I need to make, as I gradually become more experienced in research and start to make a few achievement along the way. I am deeply indebted to Prof. Tin’s vision, guidance and sustained support. I would like to thank Prof. Philip Nash, Prof. Sheldon Mostovoy and Prof. Sudhakar Nair for being the committee member of my thesis defense, and offering me so many invaluable suggestions. The indispensable help from Russ Janota, the faculty and staff in the MMAE department is acknowledged. The enjoyable interaction with Mengtao, Qizheng, Matt, and other TPTC friends helps me in various aspects. I would like to thank Dr. Hideyuki Murakami and Dr. Takahito Ohmura for hosting me in NIMS. The experience had broadened my horizon and tremendously enhanced my capabilities to conduct independent research. In addition, the research collaboration with Prof. Julia R. Greer and Dr. Robert Maass on freestanding Ni3Al nanoparticles is also fully acknowledged. Furthermore, I am grateful to Prof. Qiang Feng and Prof. Roman Nowak. Their constant support, encouragement, mentoring and nurturing have a profound influence on me. This thesis is dedicated to my beloved parents, Jinlong Gan and Yuxiang Lai, who have built the fortitude into my mind. I also thank my sisters, Liping Gan and Lihong Gan, for their sustained support. Their love and understanding enable me to have a peaceful mind that makes this study possible. I also feel grateful to the deep love and endless patience from Xiaomo Li and the support from her parents.
PH.D in Materials Science and Engineering, December 2012
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Title: Building the Iowa Industrial Reformatory for Females
Creator: Holmboe, J. A.
Date: 2009, 1917
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/buildingiowaindu00holm
Thesis (B.S.)--Armour Institute of Technology

Title: NUTRIENT REMOVAL FROM SECONDARY EFFLUENTS USING REACTIVE FILTRATION
Creator: Bhupal, Gurmanpreet Singh
Date: 2015, 2015-07
Description: Simultaneous removal of dominant forms of nitrogen and phosphorous present in secondary effluents was studied with reactive filtration as the...
Show moreSimultaneous removal of dominant forms of nitrogen and phosphorous present in secondary effluents was studied with reactive filtration as the treatment method. The selected media for filter bed included Granular Ferric Hydroxide (GFH), Calcite (C), Silica Sand (S), and Activated Alumina (A). The focus was to evaluate the performances of media blends GFH-C-S and A-C-S for removal of sRP and sNO3-N in lab scale batch and column experiments using secondary effluents provided by Calumet Water Reclamation Plant. The media blends performed better for sRP removal than sNO3-N removal with A-C-S being outperformed by GFH-C-S in batch experiments, and hence was not used for column experiments. The removal kinetic study using GFH-C-S showed 100% sRP removal rate and 45% NO3-N removal rate for an optimal contact time of 2 minutes, with latter showing gradual desorption after initial instant adsorption. The optimal adsorbent dosage for sRP was found to be 15g (1:1:1) whereas for NO3-N, the removal rates increased with an increase in adsorbent dosage. Column experiments with GFH-C-S gave an adsorption capacity of 1.8 mg/g for an equilibrium concentration of 0.1 mg P/L with breakthrough occurring after a throughput of 603 bed volumes.
M.S. in Environmental Engineering, July 2015
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Title: SEISMIC COLLAPSE EVALUATION OF NON-DUCTILE CONCENTRICALLY BRACED FRAMES
Creator: Wen, Rou
Date: 2012-11-21, 2012-12
Description: More attentions have been paid on the Non-Ductile Concentrically Braced Frames (ND-CBFs) in low and moderate seismicity regions recently due...
Show moreMore attentions have been paid on the Non-Ductile Concentrically Braced Frames (ND-CBFs) in low and moderate seismicity regions recently due to their low ductility detailing requirements for design and construction. In this work, seismic collapse performances of two ND-CBFs are studied. One 3-story and one 9-story ND-CBF using small response modification coefficients (R=3) are designed firstly. Nonlinear finite element technologies are used to study the behaviors of local components. Practical analytical models for brace/gusset-plate assemblies and steel gravity frames are developed based on finite element simulations and engineering judgment. Three 2D structural models having increased local modeling complexity are developed for each braced frame. Nonlinear static pushover analyses on 3-story frames are conducted to get basic understandings of the damage evolution patterns and the interactions between main brittle braced frames and the steel gravity frames. Nonlinear dynamic analyses references the concepts of Incremental Dynamic Analysis are followed to investigate the seismic collapse responses of studied frames. The seismic assessments referenced the evaluation methods in FEMA P695 for ductile seismic load resisting frames through incremental dynamic analysis are carried out. Studied results show that Non-Ductile Concentrically Braced Frames would have little chance to prevent building collapse under severe ground motions. However, it seems that such buildings at least with low-to-moderate heights would have high probability of collapse prevention for up to moderate ground motions with conventional gravity framing systems used in modern steel buildings.
PH.D in Civil Engineering, December 2012
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Title: SOLIDS ROLE IN TERTIARY CHEMICAL PHOSPHORUS REMOVAL BY ALUM
Creator: Maher, Chris
Date: 2013, 2013-12
Description: Chemical phosphorus (P) removal is commonly implemented in wastewater treatment to remove P to very low levels (
Show moreChemical phosphorus (P) removal is commonly implemented in wastewater treatment to remove P to very low levels (<0.1 mg P/L). The dose of precipitant (Al or Fe) needed is several times the stoichiometric dose in order to achieve a filtered effluent level of < 30 μg TP/L. The mechanistic basis for P removal using chemical precipitant addition is generally considered to be more than simple precipitation. The role of adsorption and/or complexation in removal of reactive or unreactive phosphorus to the already formed chemical precipitates or complexes has been investigated. Potential operational efficiency gains resulting from age of chemically precipitated solids and the recycle of these solids to the process stream was undertaken at the Iowa Hill Water Reclamation Facility which employs the DensaDeg® process (IDI, Richmond, VA) for tertiary chemical P removal. The effect of solids age was found to be insignificant over the solids retention time of 2 to 8 days, indicating that the solids were unaffected by the aging effects of decreasing porosity and surface acidity, and that the bulk of solids were retained in the clarifier blanket, hence providing no advantage in the removal mechanisms from increased concentration of solids. When solids recycle was redirected from the traditional location of the flocculation reactor to a point just prior to chemical addition in the chemical mixing reactor, lower effluent soluble P concentrations at lower molar doses of aluminum were achieved. At laboratory scale, the “spent” or “waste” chemical sludge showed high capacity and rapid kinetics for P sorption from real wastewater effluents. A number of scenarios were tested and the wide range of parameter values indicate that the sorption reaction is rather specific to the sludge and the process water matrix. x Saturation concentrations were in the range of 8 to 29 mg soluble reactive P/g solids. Higher saturation concentrations were found at higher temperatures. Ambiguous results were obtained for the effect of sludge age on capacity, implying dependence on either aging conditions or sample matrices. In all instances alum sludge produced without a coagulant aid polymer had a much higher capacity for P sorption than polymer based sludge. The reaction reached equilibrium in less than 10 minutes with 50% or greater removal within the first minute. Removal reactions were modeled well by nth order equations with n 3 and by exponential data fitting. Modeled as a sorption process, the pseudo-second order model presented by Ho and McKay in 1999 proved to be an excellent fit. Second order rate constants ranged approximately from 0.1 to 6 (g mg-1 min-1) depending on the P fraction examined, age of sludge, reaction temperature, and presence or absence of coagulant aid polymer in the sludge.
M.S. in in Environmental Engineering, December 2013
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Title: Comparative designs of Gravity and Ambursen dams
Creator: Lyon, William K., Jr, Petersen, George W.
Date: 2009, 1921
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/comparativedesig00lyon
Thesis (B.S.)--Armour Institute of Technology;Includes folded leaves in back pocket...
Show morehttp://www.archive.org/details/comparativedesig00lyon
Thesis (B.S.)--Armour Institute of Technology;Includes folded leaves in back pocket Bibliography: leaf [4]
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Title: Collective data on the treatment of sewage by the activated sludge process
Creator: Hammerman, M. A.
Date: 2009, 1920
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/collectivedataon00hamm
Thesis (B.S.)--Armour Institute of Technology;Bibliography: leaf 3

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