Thesis (doctoral)--Åbo akademi, 1772. / At head of title: M.G.H. Reproduction of original from Kress Library of Business and Economics, Harvard University. Goldsmiths'-Kress no. 10865.3-0.

Thesis (Ph.D.)--Princeton University, 2002. / Adviser: Susan Naquin. Includes bibliographical references.

The purposes of this study are¡G(1) comparing the treatment efficiency with advanced and traditional drinking water treatment plants in southern Taiwan¡F(2) assessing the treatment efficiency and formation of disinfection by-products in advanced water treatment processes¡F(3) assessing the feasibility of wastewater recycling and treatment efficiency of wastewater treatment units¡F(4) evaluating corrosion of drinking water transportation pipelines and reproducing of chlorination by-products. This study found that the removal efficiency of turbidity, iron, manganese, coliform group and total bacterial count were approximately 99% by advanced and traditional purification processes. The concentrations of ammonia-N (NH3-N), nitrite nitrogen and nitrate nitrogen were lower drinking water quality standard. Pellet softening process was designed following coagulation/sedimentation unit to increase 8~14% and 6~20% removal efficiency of alkalinity and total hardness (TH) concentrations. The removal efficiency of total dissolved solids (TDS) was approximately 3~15% by advanced water treatment processes better than traditional water treatment processes. In the formation of disinfection by-products (DBPs), the trihalomethanes (THMS) and haloacetic acid (HAA5) were efficiently decreased by advanced purification processes. Bromate concentrations which lower detection limit were treated by ozonation process during the study periods. Advanced treatment processes should control the dosage of ozone and post-chlorine to avoid production of DBPs. In wastewater reuse, the treatment efficiency of suspended solids (SS) was 48¡ã99%, respectively, showing the significant removal efficiency of the wastewater process. However, the removal efficiencies of NH3-N, total organic carbon (TOC) and chemical oxygen demand (COD) are limited by wastewater treatment processes. Because NH3-N, TOC and COD of the mixing supernatant and raw water are regulated raw water quality standards, supernatant reuse is feasible and workable during wastewater processes at this plant. Overall, analytical results indicated that supernatant reuse is feasible. The Chengcing Lake water treatment plant significantly reduced alkalinity, Ca2+ concentration and TH concentration via pellet softening treatment: however, reducing the Langelier saturation index (LSI) value of water could cause some adverse effects on distribution systems. Operational conditions by Pingding water treatment plant was added base to water can be tried to adjust pH to maintain a slightly positive LSI value, whereas for water with low hardness and alkalinity.

Thesis (M.A.)--University of Hong Kong, 2001. / Includes bibliographical references (leaves 76-81).

Thesis--University of Illinois. / Includes bibliographical references (p. 209-210).

Thesis--University of Illinois. / Bibliography: p. 209-210.

Thesis (M.A.)--University of Hong Kong, 2001. / Includes bibliographical references (leaves 76-81). Also available in print.

No description available.

A sequence of siliceous dolomite and magnesian limestone, known as Knox group rock are prevalent in karst landforms of Southern Appalachians. Thick blanket of clay-rich red soils (terra rossa) are common along fractures, cavities, and between bedding planes of these calcareous, cavernous rocks. The red soil causes serious environmental and geotechnical hazards, hence proper understanding of the soil's pedology, geochemistry and engineering behavior can lead to better site characterization for safer development. Twenty four terra rossa samples were collected and laboratory analysis was performed such as: geochemistry (mineral content using X-Ray diffraction, and geotechnical characterization (grain size distribution, porosity, hydraulic conductivity, and shrink-swell potential). The soil profile above Knox rock exhibits distinct vertical variation in geochemical and geotechnical characteristics. The soils are well drained in the upper horizon and exhibit slight reduction in porosity and hydraulic conductivity with depth. The analysis indicate that these soils overall are good foundation materials, however proper drainage should be installed to prevent foundation damage, soil erosion and landslides in slopes.

This thesis is an attempt in the exploration of an architectural idea of breaking away from a conventional column beam structure. This idea led to a geometrical form which would be most stable, supported by itself, and also helps mitigate the lateral forces of wind and water in which it would stand. The conical form and scale achieved in the proposal would also help create a landmark to the city's growing skyline. It also acts as the point of threshold between land and water, providing an opportunity to sense water in a variety of ways. / Master of Architecture