Report

1899- ?? Have Title: Report of the Stae Sewerage Commission To the Legislature

Report

Mode of access: Internet.

Transforming a provincial city: The Pilbeam Mayoralty in Rockhampton 1952-1982

Rockhampton City'S colourful and controversial Alderman Rex Pilbeam, qualified public accountant and secretary, longest-serving mayor (1952-82) of any Australian city, took office when Rockhampton was burdened with heavy municipal debt, poor quality roads, costly water supply, little sewerage, and few recreational faCilities. However, Pi/beam's vision, single-minded devotion, unflagging energy, political skill, and managerial flair brought a dramatic turnaround in the city's fortunes. Continuing after retirement with voluntary community service until his mid-eighties, the Pi/beam legacy 10 RockhamplOn is everywhere in evidence.

Regulatory price performance, excess cost indexes and profitability:how effective is price cap regulation in the water industry?

In this study we apply an index number approach to allow for cross sectional comparisons of relative profitability, productivity and price performance of the regulated Water and Sewerage companies (WaSCs) in England and Wales during the years 1991-2008. In order to better analyse the impact of regulation on WaSC performance, we decompose actual economic profits into spatial multilateral Fisher productivity (TFP) index, the inverse of which is demonstrated to be a regulatory excess cost index that measures the deviation of a firm’s actual costs from benchmark costs, and a newly developed regulatory total price performance (TPP) index, which measures the excess of regulated revenues relative to benchmark costs. Increases (decreases) in regulatory price performance are indicative of the loosening (tightening) of price cap regulation. Moreover, we also show that the relationship between actual economic profitability, regulatory excess costs and regulatory price performance indices can be used to categorize regulatory price caps as “weak”, “powerful” or “catch-up promoting”. The results indicated that throughout the entire 1991-2008 period, price caps were never “powerful”, in the sense that they required less productive firms to immediately and fully catch-up to the most productive firm to regain economic profitability. More specifically, during the years 1991-2000 price caps were “weak” as prices were high enough for the firms to achieve economic profits despite their low productivity levels. However, after 2001 prices became “catch up promoting” as they required less productive companies to eliminate at least some excess costs in order to eliminate economic losses. Finally, we emphasize that as our results also clearly demonstrated a much closer alignment between allowed revenues and benchmark costs after 2001, Ofwat’s approach during this period was not only appropriate, but should also be continued in the 2009 price review.

Scale and scope economies and the efficient vertical and horizontal configuration of the water industry:a survey of the literature

This paper surveys the literature on scale and scope economies in the water and sewerage industry. The magnitude of scale and scope economies determines the cost efficient configuration of any industry. In the case of a regulated sector, reliable estimates of these economies are relevant to inform reform proposals that promote vertical (un)bundling and mergers. The empirical evidence allows some general conclusions. First, there is considerable evidence for the existence of vertical scope economies between upstream water production and distribution. Second, there is only mixed evidence on the existence of (dis)economies of scope between water and sewerage activities. Third, economies of scale exist up to certain output level, and diseconomies of scale arise if the company increases its size beyond this level. However, the optimal scale of utilities also appears to vary considerably between countries. Finally, we briefly consider the implications of our findings for water pricing and point to several directions for necessary future empirical research on the measurement of these economies, and explaining their cross country variation.

Price-cap regulation in the English and Welsh water industry:a proposal for measuring productivity performance

Privately owned water utilities typically operate under a regulated monopoly regime. Price-cap regulation has been introduced as a means to enhance efficiency and innovation. The main objective of this paper is to propose a methodology for measuring productivity change across companies and over time when the sample size is limited. An empirical application is developed for the UK water and sewerage companies (WaSCs) for the period 1991-2008. A panel index approach is applied to decompose and derive unit-specific productivity growth as a function of the productivity growth achieved by benchmark firms, and the catch-up to the benchmark firm achieved by less productive firms. The results indicated that significant gains in productivity occurred after 2000, when the regulator set tighter reviews. However, the average WaSC still must improve towards the benchmarking firm by 2.69% over a period of five years to achieve comparable performance. This study is relevant to regulators who are interested in developing comparative performance measurement when the number of water companies that can be evaluated is limited. Moreover, setting an appropriate X factor is essential to improve the efficiency of water companies and this study helps to achieve this challenge.

Socioeconomic Status and Health Behavior in Nepal

Thesis (Master's)--University of Washington, 2016-07

Análisis y revisión del funcionamiento hidráulico de las rejillas de captación de los sistemas de acueducto: Marinilla, Santa Fé de Antioquia y El Capiro operados por Conhydra E.S.P.

En la presente investigación se realizó un análisis y revisión del funcionamiento hidráulico de las bocatomas de fondo de los sistemas de acueducto de Marinilla, Santa Fe de Antioquia y El Capiro, los cuales son operados por CONHYDRA E.S.P -- A partir de un diagnosticado de algunos sistemas de acueducto manejados y operados por esta empresa se encontró que presentan algunas deficiencias por efectos del estado de operación de la captación de dichos sistemas, junto con la oferta hídrica de las cuencas -- Dado que se trata del componente de un sistema de acueducto que resulta de vital importancia para la prestación del servicio de manera permanente, se propuso entonces la realización del presente estudio del funcionamiento hidráulico de dichas captaciones, con el objetivo principal de contribuir al mejoramiento de la calidad de vida de los habitantes de los tres municipios antioqueños, por medio del análisis de las causas de los problemas típicos en el diseño y la operación de captaciones de fondo y su solución específica -- Las conclusiones, además de ofrecer criterios y alternativas técnicas para las necesidades de cada acueducto, apuntan a la necesidad de un programa liderado por el gobierno nacional que permita dotar de los estudios y diseños correspondientes y reglamentarios a los sistemas de acueducto que aún no los tienen, pues los programas actuales sólo exigen para los sistemas que no tienen dichos estudios y diseños un plan de contingencia para nunca incurrir en un desabastecimiento de aguas para la comunidad

Reator de leito estruturado com recirculação submetido à aeração intermitente no tratamento de esgoto sanitário

The release of nitrogen compounds in water bodies can result in many environmental problems, so treat wastewater, such as sewage in order to remove not only organic matter but also nitrogen has been studied a few decades. From the above, the objective of this study was to evaluate the performance of a structured bed reactor, continuous flow, with recirculation, in removing organic matter and nitrogen present in wastewater under different cycles of intermittent aeration (AI) and to evaluate the influence of these cycles in the development of nitrifying bacteria (Oxidizing Bacteria Ammonia - BOA and Bacteria Oxidizing Nitrite - BON) and denitrifying (DESN) adhered (Support Material - MS) and suspension (Effluent - EF and sludge - LD). The reactor used has usable volume of 9.4 L. As support materials (MS) polyurethane foam was used, cut and fixed in PVC rods. 3 were worked aeration phases (AE) and non-aeration (AN) at different stage: Stage 1 (4 h EA / AN 2H); Stage 2 (2H EA / AN 1 h) and Phase 3 (2H EA / AN 2 h). During all hydraulic detention time phases was kept at 16 h and the effluent recirculated at a rate of 3 times the inflow. Were analyzed: pH, total alkalinity, temperature, chemical oxygen demand (COD), Biochemical Oxygen Demand (BOD), nitrogen Kjeldhl Total (NKT), ammonia-N-N-NH4+, nitrito-N-NO2+andnitrato-NO3-. The concentration of BOA, BON and DESN was determined using the number More Provável.gSSV-1 (NMP.gSSV-1). In phase 1 the percentage removal NTK N-NH4+ and NT was 76±10%, 70±21% and 67±10% respectively. In Phase 2 80±15% of removel NKT, 86±15% of N-NH4+ e 68±9% of removel NT e na Fase 3 de 58±20%, 72±28% and 41±6% of NKT, N-NH4+ of NT, respectively. The denitrification efficiency in stage 3 was over 70%, indicating that occurred in the reactor the process of simultaneous nitrification and denitrification (NDS). DQOT the removal percentages were 88 ± 4% in Phase 1, 94 ± 7 in Phase 2 and 90± 11% in Phase 3. The multivariate ANOVA applied to NMP.gSSV-1, it indicated that there was significant (F: 20,2, p <0,01) between the analyzed concentration of organisms AI in different cycles, but the differences between NMP.gSSV-1 depends not only isolated factors but of which means, and phase groups being analysis. From the results it is concluded that the working system is efficient in terms of nitrogen removal and organic matter, and that the stage with the highest availability of Dissolved Oxygen (DO) and C/N ratio (Step 2), was the one obtained the lower concentrations of organic matter effluents and N-NH4+. Hinted that there was a significant difference between the concentration (NMP.100mL-1) of the analyzed organizations (BOA, BON and DESN), but this difference does not depend on factors alone but of which means (MS, EF or LD), stages (1, 2 or 3) and groups (BOA, BON and DESN) is being considered.

Civita Castellana (VT). Indagini archeologiche di emergenza nel suburbio di Falerii Veteres

In 2013 the works for the construction of the new sewerage network in Civita Castellana have allowed to find a stretch of ancient road paved in via Roma in the suburb of Falerii Veteres. The street was not yet known by archaeologists. It is characterized by a pavement with small lava stones. We know that the Roman conquest of 241 B.C. entailed the abandonment of the Faliscan city and the foundation elsewhere of a new town, called Falerii Novi. However this new discovery joins to other known archaeological evidence documenting the continuity of attendance after this date both the sanctuaries - frequented until the end of II - beginning of I century B.C.- and Falerii Veteres plateau, on which there arose a small Roman burial ground. These testimonies are certainly evidence of the frequenting of the site (although limited) even after the conquest by Rome. A subsequent earthy street with edges in tuff blocks has overlapped on the ancient street: it probably was made when the eastern access to Civita Castellana was built, under the pontificate of Pope Pius VI.

A inserção da educação ambiental não formal no processo de implantação de saneamento ambiental na comunidade rural Colonia Mergulhão, São José dos Pinhais - PR

One of the biggest environmental problems of the population is the lack of sewage treatment, especially in rural communities and low-income. The development of technologies for efficient, low-cost sanitation need to be developed to meet the disadvantaged people of this basic service. This work was the implementation proposal of a technology called constructed wetlands, also known as Wastewater Treatment Plant for Roots Zone - ETEZR. The objective was to develop a non- formal environmental education proposal for redevelopment, using outreach methods for residents and deployment of this technology ETEZR in the rural community of Cologne Grebe in Sao Jose dos Pinhais - PR. With technical support from the Paranaense Technical Assistance and Rural Extension Institute -EMATER and the Federal Technological University of Paraná - UTFPR, 5 ETEZR were deployed in the colony through three theoretical and practical workshops, which involved total 67 people from the community 5 technicians EMATER and 13 of the Municipal Town Hall. Após4 months of implementation were carried out two collections of raw wastewater and treated to analyze physical, chemical and biological parameters. The results evaluated by chemical parameters BOD, COD, phosphorus, ammonia nitrogen comparing raw and treated sewage, demonstrate that ETEZR are effective in the treatment of sewage. 5 Seasons minimum and maximum efficiency between the basic parameters analyzed were 52.2 to 95.5% for BOD; 47 to 94.5% for COD; 21.5 to 96% phosphorus; 30-98% for ammonia nitrogen. Oils and greases, and a series of solid also achieved a significant reduction in their values when comparing the raw sewage and treated sewage, and biological parameters evaluated by means of coliforms showed a reduction of 80 to 99%. With the implementation of environmental education process aimed sanitation was possible to evaluate the perception of the population to accept the environmental sanitation technology using the ETEZR, understand the needs and sanitation concepts for the community. This research evaluated the development of the methodology applied by the non-formal environmental education in order to provide subsidies for rural sanitation plan process for the municipality.

Prevalencia del Helicobacter Pylori y factores asociados en escolares de la etnia Shuar del cantón Sucúa –Morona Santiago, 2014.

Introducción: Según la OMS, más del 50% de la población adulta está infectada con el Helicobacter Pylori, con prevalencias de hasta el 90%. La mayoría de contagios se produce antes de los 10 años de edad. Desde el descubrimiento del H. Pylori (1983), se lo ha relacionado con la úlcera péptica, gastritis, reflujo gastroesofágico e incluso, cáncer gástrico. Metodología: Se realizó un estudio transversal analítico. La muestra estuvo conformada por 250 niños escolares de la etnia Shuar del cantón Sucúa. La prueba utilizada para la detección del Helicobacter pylori es la identificación de antígenos en las heces por inmunocromatografía. Para establecer la significancia de asociación de variables se utilizó el OR con su intervalo de confianza al 95%. Resultados: El promedio de edad fue de 8.8 años (DS 2.0), con predominio de las mujeres (54.4%). El 56.4% consume agua potable, el 71.65% vive en hacinamiento, el 42% tiene servicios de letrinización y el 49.2% cuenta con servicios de alcantarillado. Se encontró asociación significativa con el nivel de instrucción OR 1.68, IC95% (1 – 2.84), p=0.049; letrinización OR 1.99, IC95% (1.17 – 3.36), p=0.01; deposiciones al aire libre OR 4.32, IC95% (2.13 – 8.77), p=0.000. Conclusiones: La prevalencia de Helicobacter pylori es alta en la población escolar de la etnia Shuar; está asociada a un nivel bajo de instrucción de los progenitores y una inadecuada infraestructura de servicios básicos.