For my Master’s Design Study, I worked on adaptive reuse and a new addition for the Littlefield Home, a late-nineteenthcentury- Victorian-style residence, on the campus of the University of Texas at Austin. Like other historic buildings in briskly changing urban environments, this historic site needs some help to become a more useful campus property with no damage on its architectural character. The biggest challenge of this project was how a contemporary addition could be “compatible” but “differentiated” with the older buildings and site, following the Secretary of the Interior’s Standards for Rehabilitation. This design topic has often been controversial, and architects have frequently been confused about their responsibility. My project shows advanced criteria for architects who work on architectural heritages and is closely associated with a topic of contemporary historic preservation: balancing change, preservation, and development. The Littlefield Home and new addition will create a better working environment for the UT Development Office and ensure the long-term preservation of the historic property. My Littlefield Home project will show a technical and aesthetical collaboration of contemporary architecture with historic properties. / text

Although Texas is a water reclamation leader in the country for quantity of water reclaimed, it falls behind both California and Florida in residential applications. The concept of residential reuse has some barriers to overcome prior to implementation on a broad scale in Texas. The two case studies, St. Petersburg, Florida, and the El Dorado Irrigation District of El Dorado County, California, describe extensive reuse programs in response not only to impending water shortages but also to effluent disposal limitation requirements. Major factors that limit residential reuse in Texas include the following: cost, expediency and negative public perception. Two other considerations exist when determining the feasibility of implementing residential reuse: income level and irrigation needs. Most of the successful reuse programs examined were for higher income areas. Also, irrigation expectations and needs of the residences play a major factor in the success of the program. In arid environments planted with drought-tolerant plants, landscape irrigation becomes less of a priority. Further limitations that specifically affect Texas’ expanding its water reclamation programs include the legal issues of existing water rights and direct versus indirect reuse. / text

A comprehensive Ultrapure Water (UPW) simulator program has been developed to model each unit process in UPW systems, including the entire dynamic system in real time. The program estimates the removal efficiencies for contaminants generated in semiconductor processes and in municipal water supplies. Calculations are performed using flow balance and concentration profile determinations at each unit process throughout the system. Simulator validation occurred using existing industrial facilities. Spent rinsewater (SRW) recycling in semiconductor facilities has been shown to provide significant UPW quality improvements. Contrary to many perceptions, this recycling is not a compromise to the quality, but an improvement. Benefits to the cost, reliability, and environmental improvements have also been identified. Processing risks have also been identified as the use of UPW with even minute quantities of contaminants, in particular the organic contaminants, could cause process problems. The simulator has been shown to be quite capable of predicting the impact on UPW quality due to excursions in SRW quality from semiconductor processes. Photolithography is a primary semiconductor process where organic photoresist is removed from wafers with corrosive chemistries. SRW is contaminated with both organic residues and corrosive chemicals. Ozonated UPW has recently become an alternative chemical for photoresist removal. A single-wafer tool was fabricated out of quartz designed for various processes. With direct observation of the wafer possible. Ultraviolet light experiments were also performed, directing light through the quartz, process solution, and onto the wafer. Experimental procedures were developed to study the effects of turbulence, wafer pretreatment, in-situ process treatments, and vibration on the kinetics and mechanism of photoresist removal by ozonated UPW. Data was obtained to determine which oxidation pathway was dominant; direct ozone, or indirect oxidation through radical formation. Intermediate products were determined using Fourier Transform Infrared Spectroscopy. Two distinct mechanisms were observed: film dissolution via a uniform sheeting method, and a non-uniform vapor-phase bubble mechanism where film dissolution occurred underneath the bubble. Models were developed that describe the film removal under both mechanisms. The uniform sheeting model describes typical process conditions in current tools. This model was validated and found in good agreement with experimental data.

Σκοπός της διπλωματικής εργασίας είναι η ανάπτυξη εργαλείου το οποίο θα δέχεται ως είσοδο C πρόγραμμα και θα βρίσκει όλη τη πληροφορία η οποία σχετίζεται με την επαναχρησιμοποίηση των δεδομένων. Τα δεδομένα αφορούν πίνακες μέσα σε βρόχους. Η επαναχρησιμοποίηση δεδομένων χωρίζεται σε τρεις κατηγορίες: α) Εύρεση της επαναχρησιμοποίησης για κάθε πίνακα ξεχωριστά. β) Εύρεση της επαναχρησιμοποίησης στοιχείων πίνακα που χρησιμοποιούνται σε διάφορες εκφράσεις. γ) Εύρεση χρήσης στοιχείων μεταξύ διαφορετικών πινάκων στην ίδια έκφραση. Η εύρεση των χαρακτηριστικών της επαναχρησιμοποίησης χρησιμεύει για την εύρεση αποδοτικού χρονοπρογραμματισμού (scheduling) του προγράμματος το οποίο θα έχει καλύτερη τοπικότητα (data locality). Η επαναχρησιμοποίηση δεδομένων εφαρμόζεται στο πρόβλημα πολλαπλασιασμού πίνακα επί διάνυσμα. Συμβατικές και μη τεχνικές υλοποίησης του προβλήματος έχουν συγκριθεί με τη προτεινόμενη. Η σύγκριση πραγματοποιήθηκε με τον εξομοιωτή SimpleScalar στον οποίο μπορούμε να τροποποιήσουμε την αρχιτεκτονική και σε υπολογιστή Desktop Pentium 4. / -

Project Completion Report, OWRT Project No. A-050-ARIZ. / Agreement No. 14-31-0001-5003 / Project Dates: July 1974 - June 1976. / The work upon which this publication was based was supported in part by funds provided by the Office of Water Research and Technology (A-050-ARIZ), U.S. Department of the Interior, Washington, D.C., as authorized by the Water Research and Development Act of 1978. / INTRODUCTION: The use of treated sewage effluent by the Buckeye Irrigation Company began with 800 acre -feet in 1962 and had increased to 40,000 a.f. by 1968. The effluent was diverted by the Buckeye Irrigation Company from the Gila River approximately seven miles below the City of Phoenix 91st Avenue treatment plant, as it became available at their diversion point. Natural streamflow, used in earlier years, had virtually stopped due to upstream development except in heavy runoff years such as 1941. The ground water in the district of the Buckeye Irrigation Company is relatively high in dissolved solids. The quality of the treated effluent is better. In 1971 the company signed a 40 -year contract with Phoenix to assure its use of 30,000 a.f. of effluent per year. The effluent is mixed with native ground water to bring the total water applied on the 18,000-acre district up to approximately 90,000 a.f. (Halpenny, 1973). The treated effluent use by the Buckeye Irrigation Company is the largest in the State of Arizona and one of the largest land applications of treated effluent in the United States. It is unique in that it is being utilized by an irrigation district. Most other uses have been by city operated farms or private farms under a single ownership. In spite of its uniqueness the effects of effluent use by the Buckeye Irrigation District had not, prior to this research, been well documented. This documentation was made in order to improve the general knowledge needed to extend this type of use to other areas in the state and nation. "Widespread consideration and utilization of land application cannot be made until such time as adequate information concerning the technique involved is made available. The experience gained by those who have successfully utilized this wastewater management should be used... specific evaluation of established systems in the various climatic zones would appear to be more fruitful than new research installations for determining long term effects on soils, vegetation, ground water and the indigenous ecology..." (Sullivan, et al., 1973). During the two year research period most of the initial objectives were achieved. The original specific objectives were: 1. To identify changes during an extended period of application of treated wastewater to irrigated fields in: a. irrigation practices b. cropping patterns c. fertilization practices d. crop yield response and quality e. quality of irrigation water, and f. soil properties. 2. To make a preliminary evaluation of the effects of the use of effluent on ground-water conditions. 3. To make a preliminary evaluation of changes in water costs and farm profits.

Project Completion Report, OWRR Project No. A-011-ARIZ / Agreement No. 1071 / Project Dates: July 1967 - June 1969. / Acknowledgment - The work upon which this report is based was supported by funds provided by the United States Department of the Interior, Office of Water Resources Research, as authorized under the Water Resources Research Act of 1964. / The purpose of this investigation was to characterize salvageable water resources in the semi-arid Tucson basin and to evaluate appropriate treatment and control methods and management procedures for reuse of these salvageable waters. A preliminary inventory of salvageable water resources in the Tucson basin indicated a conservatively estimated annual total of 30,000 acre-feet available, as follows: municipal system effluents, 25,000 acre-feet; industrial cooling effluents, 1,000 acre-feet; urban runoff, 2,000 acre-feet; and industrial processing waters and other minor sources, 2,000 acre-feet per year. The City water utility has ample information on hand regarding quality of municipal effluents; data collected during this study are sufficient to define representative quality of industrial effluents; and presently developed processes evidently are adequate for the control and treatment of salvageable waters. However, little was known of the quality of urban runoff in this semi-arid environment, and efforts were directed toward exploratory sampling and analysis as indicators of potential problem areas in runoff quality. A ground-water recharge investigation at the Rillito Creek recharge site near Tucson produced a mathematical model which can be used to represent fluctuations of ground-water levels resulting from line-source recharge. Findings can be applied to alternative management schemes in the utilization or storage of salvaged waters. Initial formulation of management alternatives by examination of local salvaged-water subsystems appeared not to require elegant mathematical solution but rather an improved system framework defining community objectives and criteria for salvaged water allocation.

Sustainable Built Environments Senior Capstone / This thesis seeks to develop an alternative sustainable design for the CareLink of Jackson medical facility. Through a thorough analysis of the structure, community, environment, and user interaction within and around the building, a complete understanding of the facility's needs, successes and failures were composed. Based on this analysis, an alternative design was then proposed of which incorporates improvements to the building's green space, solar utilization, and social integration. This final design analysis and recommendation can be used to inform similar redevelopment of established structures in the benefits of sustainable integration within architecture.

Québec’s historical attachment to Roman Catholicism is visible: there is still a great amount of church buildings throughout the province. However, changing attitudes in Québec (as in other regions around the world) are leading to a chronic desertion of spaces of worship. Conceived as the heart of a community, churches constitute imposing presences in the built and social fabrics of the neighbourhoods they serve. In today’s context, this status is shifting, and communities are now striving to somehow re-engage with the churches they have abandoned. However, the sacred nature of these buildings often frames a specific way of looking at them, which can limit a potentially innovative reuse. Given this situation, how can a church be granted anew its status as a public space in a plural environment, thus preserving some of the exceptional qualities of its architecture? Looking at the case of the abandoned Roman Catholic church Très Saint-Nom-de-Jésus in Montréal, this thesis challenges the current approaches to church preservation by converting the building into a bathing space. Characteristic elements of church typology, such as the quality of light and the ritual, are preserved and revised in a contemporary manner, opening the building to a more diverse society. This strategy of valuing intangible elements of church architecture leads to a proposal that demonstrates the responsiveness of this typology and offers ways in which it can regain its role as a space for the public in an increasingly multicultural community, thus challenging the traditional look, both conservationist and the larger public, at a church.

This architectural design thesis proposes the adaptive re-use of 82 walk-up apartment blocks located in Shannon Park, Dartmouth, Nova Scotia, Canada. The uniform military housing community, abandoned in 2004, is reintegrated back into the surrounding neighbourhood network through a series of interventions at several scales. The new neighbourhood will provide housing for the population influx expected as a result of the acquisition of a significant shipbuilding contract. Because the expected influx is temporary, the development must be able to easily fit into the existing urban fabric. A series of strategic design interventions will transform the monotonous, desolate site into a varied community with strong neighbourhood identity.

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