CLTS: Lessons learnt from a pilot project in Timor Leste

Timor Leste, emerging from conflict ridden independence is one of the poorest countries in Asia, with major challenges in rebuilding infrastructure, particularly water and sanitation in rural areas. Community Led Total Sanitation is a relatively new approach to eliminate open defecation through community mobilisation and behaviour change, rather than subsidy and latrine construction. This paper discusses CLTS in the Timorese context, and highlights some key challenges in assessing the potential of CLTS to address sanitation issues. Some problems identified include a lack of coherence between the integration of water supply and sanitation, and the promotion of CLTS in isolation of any project activities that utilise any form of incentive or subsidy. The knock- on effect of the long term sustainability of latrine usage and maintenance CLTS is questioned unless further research clarifies the demand responsiveness of CLTS in conjunction with subsidy driven water supply.

Renovation of the Masterfoods wetlands

This thesis describes the renovation of the Masterfoods' wetlands in Ballarat, including an analysis of the behaviour of the three key components upon which a functioning constructed treatment wetland relies: water quality, wetland design and the wetland plants. Includes a description of replanting and the subsequent improvement in treatment function.

The impact of climate variability and change on cryptosporidiosis and giardiasis rates in New Zealand

Aim: To investigate the spatial relationship between climate variability and cryptosporidiosis and giardiasis notifications in New Zealand between 1997 and 2006.

Methods: Negative binomial regression was used to analyse spatial relationships between cryptosporidiosis and giardiasis notifications in New Zealand between 1997 and 2006, and climatological average rainfall and temperature at the Census Area Unit (CAU) level. The quality of domestic water supplies, urban-rural status and deprivation were included as covariates.

Main results: Giardiasis: There was a positive association between rainfall and giardiasis and between temperature and giardiasis.

Cryptosporidiosis: There was a positive association between rainfall and cryptosporidiosis and a negative association between temperature and cryptosporidiosis. The effect of rainfall was modified by the quality of the domestic water supply.

Conclusions: These findings suggest that climate variability affects protozoan disease rates in New Zealand. However, predicting the effect of climate change from this study is difficult, as these results suggest that the projected increases in temperature and rainfall may have opposing effects on cryptosporidiosis rates. Nevertheless, water supply quality appeared to modify the impact of increased rainfall on cryptosporidiosis rates. This finding suggests that improving water supply quality in New Zealand could reduce vulnerability to the impact of climate change on protozoan diseases.

Use of geographical information system and remote sensing techniques for planning culture-based fisheries in non-perennial reservoirs of Sri Lanka

 The presence of a wide areal extent of small-sized village reservoirs offers a considerable potential for the development of culture-based fisheries (CBFs) in Sri Lanka. To this end, this study uses geographical information systems (GISs) and remote sensing (RS) techniques to determine the morphometric and biological characteristics most useful for classifying non-perennial reservoirs for CBF development and for assessing the influence of catchment land-use patterns on potential CBF yields. The reservoir shorelines at full water supply level were mapped with a Global Positioning System to determine shoreline length and reservoir areal extent. The ratio of shoreline length to reservoir extent, which was reported to be a powerful predictor variable of CBF yields, could be reliably quantified using RS techniques. The areal extent of reservoirs, quantified with RS techniques (RS extent), was used to estimate the ratio of forest cover plus scrubland cover to RS extent and was found to be significantly related to the CBF yield (R2 = 0.400; P < 0.05). The results of this study indicated that morphometric characteristics and catchment land-use patterns, which might be viewed as indices of biological productivity, can be quantified using RS and GIS techniques. © 2014 Wiley Publishing Asia Pty Ltd.

Real-Time Control Of Floods Along The Demer River, Belgium, By Means Of MPC In Combination With GA And A Fast Conceptual River Model

Climate model projections show that climate change will further increase the risk of flooding in many regions of the world. There is a need for climate adaptation, but building new infrastructure or additional retention basins has its limits, especially in densely populated areas where open spaces are limited. Another solution is the more efficient use of the existing infrastructure. This research investigates a method for real-time flood control by means of existing gated weirs and retention basins. The method was tested for the specific study area of the Demer basin in Belgium but is generally applicable. Today, retention basins along the Demer River are controlled by means of adjustable gated weirs based on fixed logic rules. However, because of the high complexity of the system, only suboptimal results are achieved by these rules. By making use of precipitation forecasts and combined hydrological-hydraulic river models, the state of the river network can be predicted. To fasten the calculation speed, a conceptual river model was used. The conceptual model was combined with a Model Predictive Control (MPC) algorithm and a Genetic Algorithm (GA). The MPC algorithm predicts the state of the river network depending on the positions of the adjustable weirs in the basin. The GA generates these positions in a semi-random way. Cost functions, based on water levels, were introduced to evaluate the efficiency of each generation, based on flood damage minimization. In the final phase of this research the influence of the most important MPC and GA parameters was investigated by means of a sensitivity study. The results show that the MPC-GA algorithm manages to reduce the total flood volume during the historical event of September 1998 by 46% in comparison with the current regulation. Based on the MPC-GA results, some recommendations could be formulated to improve the logic rules.

Application Of Real-Time Control Strategy To Improve Nitrogen Removal In Wastewater Treatment

Biological nitrogen removal is an important task in the wastewater treatment. However, the actual removal of total nitrogen (TN) in the wastewater treatment plant (WWTP) is often unsatisfactory due to several causes, one of which is the insufficient availability of carbon source. One possible approach to improve the nitrogen removal therefore is addition of external carbon source, while the amount of which is directly related to operation cost of a WWTP. It is obviously necessary to determine the accurate amount of addition of external carbon source according to the demand depending on the influent wastewater quality. This study focused on the real-time control of external carbon source addition based on the on-line monitoring of influent wastewater quality. The relationship between the influent wastewater quality (specifically the concentration of COD and ammonia) and the demand of carbon source was investigated through experiments on a pilot-scale A/O reactor (1m3) at the Nanjing WWTP, China. The minimum doses of carbon source addition at different situations of influent wastewater quality were determined to ensure the effluent wastewater quality meets the discharge standard. The obtained relationship is expected to be applied in the full-scale WWTPs. .

Evaluation Of Reservoir Model Integration With Deterministic And Probabilistic Streamflow Forecasts

Due to the increase in water demand and hydropower energy, it is getting more important to operate hydraulic structures in an efficient manner while sustaining multiple demands. Especially, companies, governmental agencies, consultant offices require effective, practical integrated tools and decision support frameworks to operate reservoirs, cascades of run-of-river plants and related elements such as canals by merging hydrological and reservoir simulation/optimization models with various numerical weather predictions, radar and satellite data. The model performance is highly related with the streamflow forecast, related uncertainty and its consideration in the decision making. While deterministic weather predictions and its corresponding streamflow forecasts directly restrict the manager to single deterministic trajectories, probabilistic forecasts can be a key solution by including uncertainty in flow forecast scenarios for dam operation. The objective of this study is to compare deterministic and probabilistic streamflow forecasts on an earlier developed basin/reservoir model for short term reservoir management. The study is applied to the Yuvacık Reservoir and its upstream basin which is the main water supply of Kocaeli City located in the northwestern part of Turkey. The reservoir represents a typical example by its limited capacity, downstream channel restrictions and high snowmelt potential. Mesoscale Model 5 and Ensemble Prediction System data are used as a main input and the flow forecasts are done for 2012 year using HEC-HMS. Hydrometeorological rule-based reservoir simulation model is accomplished with HEC-ResSim and integrated with forecasts. Since EPS based hydrological model produce a large number of equal probable scenarios, it will indicate how uncertainty spreads in the future. Thus, it will provide risk ranges in terms of spillway discharges and reservoir level for operator when it is compared with deterministic approach. The framework is fully data driven, applicable, useful to the profession and the knowledge can be transferred to other similar reservoir systems.

Delaware Reservoirs’ Drought Risk Assessment: A Paleo View

The Delaware River provides half of New York City's drinking water, is a habitat for wild trout, American shad and the federally endangered dwarf wedge mussel. It has suffered four 100‐year floods in the last seven years. A drought during the 1960s stands as a warning of the potential vulnerability of the New York City area to severe water shortages if a similar drought were to recur. The water releases from three New York City dams on the Delaware River's headwaters impact not only the reliability of the city’s water supply, but also the potential impact of floods, and the quality of the aquatic habitat in the upper river. The goal of this work is to influence the Delaware River water release policies (FFMP/OST) to further benefit river habitat and fisheries without increasing New York City's drought risk, or the flood risk to down basin residents. The Delaware water release policies are constrained by the dictates of two US Supreme Court Decrees (1931 and 1954) and the need for unanimity among four states: New York, New Jersey, Pennsylvania, and Delaware ‐‐ and New York City. Coordination of their activities and the operation under the existing decrees is provided by the Delaware River Basin Commission (DRBC). Questions such as the probability of the system approaching drought state based on the current FFMP plan and the severity of the 1960s drought are addressed using long record paleo‐reconstructions of flows. For this study, we developed reconstructed total annual flows (water year) for 3 reservoir inflows using regional tree rings going back upto 1754 (a total of 246 years). The reconstructed flows are used with a simple reservoir model to quantify droughts. We observe that the 1960s drought is by far the worst drought based on 246 years of simulations (since 1754).

O gerenciamento dos resíduos dos serviços de saúde de uma amostra de hospitais nacionais

O presente trabalho constitui o Relatório Final de um projeto de pesquisa financiado pelo Núcleo de Pesquisas e Publicações da FGV-EAESP. Analisam-se nele os Planos de Gestão de Resíduos de Serviços de Saúde PGRSS de uma amostra de 70 hospitais nacionais, elaborados em 2003, como resultado de um curso de educação a distância, ministrado por um consórcio formado entre a Universidade Federal de Santa Catarina e a Fundação Getulio Vargas. O curso foi sugerido pela UNESCO e financiado por bancos internacionais, com intermediação do REFORSUS. Para cada Plano, foram tabulados, em planilha EXCEL, 164 itens, sendo 12 informações gerais sobre o hospital, 141 relativas à infra-estrutura e aos procedimentos atualmente usados e 11 referentes ao plano futuro de gestão de resíduos. Diagnosticou-se a situação desses hospitais no tocante ao manejo dos resíduos, classificados como infectantes, químicos, radioativos, comuns e perfurocortantes, desde a coleta, o armazenamento e o tratamento interno até a remoção, o tratamento externo e a disposição final. A água, desde a fonte de suprimento até seu consumo, os efluentes líquidos e as emissões gasosas também foram objeto de investigação. Foram avaliados ainda, sob os aspectos técnico e econômico, os planos elaborados pelos hospitais para a gestão futura dos seus resíduos. Os resultados da pesquisa indicam que os hospitais estudados se encontram em sua maioria numa fase incipiente em matéria de gestão dos seus resíduos, carecendo de infra-estrutura, recursos financeiros e humanos e gerenciamento, existindo considerável distância entre a gestão atual dos resíduos e as exigências legais que os hospitais devem cumprir nas áreas sanitária e ambiental.

Descentralização e provisão de serviços públicos: evidências a partir da criação de municípios brasileiros no setor de saneamento básico

Este trabalho analisa uma das vantagens aclamadas da descentralização fiscal: a melhor adequação da cesta de bens públicos às preferências de seus moradores (TIEBOUT, 1956, OATES, 1972). Com base no método proposto por Ravallion (1999), utilizam-se dos sucessivos desmembramentos de municípios brasileiros na década passada (1016 municípios instalados) para verificar se a quebra em municípios menores resulta em melhor performance dos investimentos no provimento de serviços públicos. Assim, verifica-se, nesse aspecto restrito de descentralização, se há melhor desempenho da gestão dos serviços públicos em seus investimentos no que se refere a adequar-se às necessidades locais. Os resultados sugerem que municípios desmembrados investem mais e tem melhor resposta, em termos de investimento, a baixos indicadores de provisão de bens públicos comparativamente aos não-desmembrados. Não encontramos evidência de que os novos municípios invistam diferentemente dos municípios de origem.

Propostas para melhoria da gestão de utilities na prefeitura de São Paulo

A Secretaria de Planejamento, Orçamento e Gestão da Prefeitura da Cidade de São Paulo, SEMPLA, através da Coordenadoria de Estudos Econômicos, CDEC, solicitou estudo sobre gastos e consumo referentes aos serviços de fornecimento de água, energia elétrica e telefonia, conhecidos como utilities, bem como a apresentação de um conjunto de recomendações para racionalização desses gastos e o aperfeiçoamento de seu modelo de gestão. Os dados recebidos foram analisados de forma separada para cada uma das utilities. Em relação à água e energia elétrica foi analisado o registro histórico de valores empenhados e os registros de consumo, fato que não pode ser repetido para telefonia em razão da ausência de informações dessa natureza. Simultaneamente ao diagnóstico, também foram estudados os processos relativos aos pagamentos das contas, principalmente para identificação da forma de aceite dos serviços. Foram realizadas reuniões com os principais atores desses processos para formulação de modelos explicativos dos problemas presumidamente existentes, com auxilio da ferramenta de análise de gestão e pesquisa junto aos gestores responsáveis pelas unidades de consumo. A partir da compilação desses elementos, se estabeleceu um diagnóstico específico por utility e um mais abrangente para entendimento das limitações estruturais e funcionais do atual grupo gestor – Grupo das Concessionárias. Como resultado, foi concebido um rol de recomendações e Project mandates, com a indicação das providências necessárias para aperfeiçoamento do processo de gestão, redução do consumo e melhor demonstração da efetividade das despesas.

Elaboração de um modelo de valoração quantitativa das garantias para o setor de saneamento com utilização de Simulação de Monte Carlo: o caso PPP de Esgoto para a Região Metropolitana do Recife e Município de Goiânia

A situação do saneamento no Brasil é alarmante. Os serviços de água e esgotamento sanitário são prestados adequadamente somente para 59,4% e 39,7%, respectivamente, da população brasileira. Para mudar este quadro, estima-se que sejam necessários R$ 304 bilhões em investimentos. Parte desse volume terá que vir da iniciativa privada e a estruturação de parcerias público privadas é uma das formas de atingir este objetivo. Nestes projetos é comum o setor público oferecer garantias ao parceiro privado para assegurar a viabilidade do empreendimento. O presente trabalho apresenta um modelo para valoração destas garantias, utilizando como estudos de caso as PPP de esgoto da região metropolitana de Recife e do Município de Goiana. O resultado obtido mostrou a importância desta valoração, uma vez que dependendo do nível de garantia oferecida o valor presente dos desembolsos previstos para o setor público variou de zero a até R$ 204 milhões.

Henrique Novaes: técnica, território e cidade em uma trajetória profissional: Brasil, primeira metade do século XX

The career of civil engineer Henrique de Novaes, a remarkable figure in the academic, technical and political fields, demonstrates its extensive and relevant work across Brazil in the first half of the twentieth century. It covered from the design of water supply and sewage works, road and rail transport networks, works against drought in the Northeast, hydroelectric and harbor facilities to the urbanization planning and architectural projects, which displays a systematic and multiple production. City and territory conformed to his fields of verification, practical and above all, transformation. The search for understanding of the inclusion of a social actor in this process thus contributes to the specific analysis of the doings of Henrique de Novaes, who graduated at Polytechnic School of Rio de Janeiro in 1906. From a polymorphic activity in different scales, one tries to figure how, through academic education or professional practice, urban history in Brazil can be told or built. The introduction of technological innovations matched the purposes of planning and urban sprawl, as well as met the specifications of regulation and institutionalization of public infrastructure services at the time. The overall plans proposed by the engineer thought of the city as a whole, interconnected to the structural networks. At the same time, the knowledge of a larger physical scale the territory bounces back in the urban in a relationship of reciprocity and completeness. The objective research, therefore, tries to understand the roles played by Henrique de Novaes s works and academic education in the accomplishment of systematic modernization of Brazilian urban space and territory, recovering a little known historical figure by current historiography. It is proposed, as methodological axis, that the study of this professional career configures itself as an essential element for understanding the idea of progress embodied in the technical studies and proposals for improvements and sanitation nationwide in the first half of the twentieth century . The primary sources for the construction of this analysis were technical articles in journals of the period ( Clube de Engenharia , Viação e Revista Brasileira de Engenharia ), and technical reports, government messages, newspaper articles published at the time, autobiographical reports and the engineer s verbal communications with relatives. The work is structured in three chapters: "Biographical traces, academic education and 'technical and political' activities" illustrates the initiation into the technical, public and political environment; Chapter 2, "Technique and territory" outlines his network understanding through sanitation and transport services; Chapter 3 "Technique and City" describes the influence of polytechnics knowledge on the propositions of modernization of cities; Finally, "Final Thoughts: An Evaluation," presents an overview of the affiliations and practice of an engineer in the different scales, and its contribution to the modernization of Brazilian urban and territorial space

Habitabilidade na cidade sobre as águas: desafios da implantação de infra-estrutura de saneamento nas palafitas do Igarapé do Quarenta bairro Japiim Manaus/AM

The present research if inserts in the subject of the habitation of social interest and its relation with the sanitation infra-structure questions (sewer, water, draining and garbage). Having as study universe the narrow river of the Forty , situated one in the city of Manaus, capital of Amazon, approaches questions that if present between the necessities of housing and the especificidades of the natural environment, whose characteristics evidence limits for the implantation of adequate habitations. The objective is to analyze the possibilities and the limits of the urbanística regularization in the palafitas of the narrow rivers of Manaus, in view of the factors of habitability and ambient protection, expresses for the sanitation system - sanitary exhaustion, water supply, urban draining and garbage collection. The work approaches initially relative the conceptual aspects to the subject of social habitation in the country and its relation with the habitability factors, also focusing the question of the housing and the processes of urban informality in the city of Manaus. It deals with the process of constitution of the palafitas in the space of the city and its relation with the habitacionais politics, presenting the analysis of the implantation of the palafitas in relation to the sanitation infra-structure conditions (sewer, water, draining and garbage). As conclusion, it identifies to the possibilities and limits of urbanística regularization of the palafitas implanted to the long one of the narrow river of the Forty , taking in consideration the systems of the sanitation infrastructure