Contribuição para o estudo de um sistema integrado de abastecimento de água e tratamento de água residual doméstica. Caso de estudo: Cidade da Praia

O problema de escassez de água em muitas regiões do globo acompanhado do acelerado crescimento da população e das decorrentes alterações climáticas, constituem um conjunto de preocupações ligadas à gestão dos recursos hídricos, principalmente no que diz respeito à satisfação das necessidades de consumo quer em termos quantitativos, quer em termos qualitativos. Tanto o abastecimento de água para o consumo humano, como a descarga e reutilização de águas residuais urbanas, requerem, à priori, um conjunto de processos e operações de tratamento tanto mais exigentes quanto maior o nível de qualidade final pretendido, tendo sempre em consideração aspectos como a saúde e a exposição humana como também o tipo de actividade a que se destina a água. Com o presente trabalho pretende-se dar um contributo para a avaliação da viabilidade de implementação de um sistema integrado de abastecimento de água e de tratamento de águas residuais domésticas na cidade da Praia, em Cabo Verde, tendo por base a situação actual, e um ano horizonte de 20 anos (2015 a 2035). Cabo Verde é um país com sérios problemas no que se refere aos recursos hídricos uma vez que carece de chuva e de reservas de águas subterrâneas. Circundado pelo mar, quase a totalidade dos municípios é abastecida pela água proveniente de processos de dessalinização da água do mar, através de tecnologias de membranas - Osmose Inversa (OI). Neste estudo, através de inquérito directo (260 inquéritos) e visitas presenciais a instituições, empresas e directamente à população, fez-se a caracterização dos sistemas de gestão da água e de águas residuais da referida cidade, por forma a perceber o funcionamento dos mesmos. Em 2014, cerca de 90% da água distribuída à população da Praia (10.000 m3.dia-1) proveio da água dessalinizada na central da ELECTRA. No mesmo ano, o caudal médio diário de água residual afluente à ETAR do Palmarejo foi de 2245 m3.dia-1. A deficiente cobertura da rede de drenagem de águas residuais da cidade (26,5%, segundo resultados do inquérito) é a principal razão pela baixa afluência à ETAR. Neste trabalho, procedeu-se ainda, à avaliação comparativa de custos para produção de água para a rega de áreas verdes da cidade, quer a partir de técnicas de dessalinização quer a partir da reutilização de água residual tratada. Com a reutilização de água residual tratada na rega das áreas verdes da cidade da Praia (92,4 ha), concluiu-se que, ao fim dos próximos 21 anos, poupar-se-á, na dessalinização, cerca de 32 milhões de euros (3.520 milhões de ECV). Da análise efectuada, concluiu-se que o volume necessário para o sistema de armazenamento da água residual tratada (estimado com base no mês de maior necessidade de rega do ano horizonte, Junho de 2035, assumindo um tempo de retenção hidráulico de um dia) é de 5.000 m3.

Strengthening to seismic action of reinforced columns with rectangular cross-section

The first part of this research work regards the assessment of the mathematical modelling of reinforced concrete columns confined with carbon fibre (CFRP) sheets under axial loading. The purpose was to evaluate existing analytical models, contribute to possible improvements and choose the best model(s) to be part of a new model for the prediction of the behaviour of confined columns under bending and compression. For circular columns, a wide group of authors have proposed several models specific for FRP-confined concrete. The analysis of some of the existing models was carried out by comparing these with several tested columns. Although several models predict fairly the peak load only few can properly estimate the load-strain and dilation behaviour of the columns. Square columns confined with CFRP show a more complex interpretation of their behaviour. Accordingly, the analysis of two experimental programs was carried out to propose new modelling equations for the whole behaviour of columns. The modelling results show that the analytical curves are in general agreement with the presented experimental curves for a wide range of dimensions. An analysis similar to the one done for circular columns was this turn carried out for square columns. Few models can fairly estimate the whole behaviour of the columns and with less accuracy at all levels when compared with circular columns. The second part of this study includes seven experimental tests carried out on reinforced concrete rectangular columns with rounded corners, different damage condition and with confinement and longitudinal strengthening systems. It was concluded that the use of CFRP confinement is viable and of effective performance enhancement alone and combined with other techniques, maintaining a good ductile behaviour for established threshold displacements. As regards the use of external longitudinal strengthening combined with CFRP confinement, this system is effective for the performance enhancement and viable in terms of execution. The load capacity was increased significantly, preserving also in this case a good ductile behaviour for threshold displacements. As to the numerical nonlinear modelling of the tested columns, the results show a variation of the peak load of 1% to 10% compared with tests results. The good results are partly due to the inclusion of the concrete constitutive model by Mander et al. modified by Faustino, Chastre & Paula taking into account the confinement effect. Despite the reasonable approximation to tests results, the modelling results showed higher unloading, which leads to an overestimate dissipated energy and residualdisplacement.

Genome-scale metabolic network reconstruction of Polaromonas sp. strain JS666: analysis of cDCE degradation rates and design of experiments for bioremediation improvement

Release of chloroethene compounds into the environment often results in groundwater contamination, which puts people at risk of exposure by drinking contaminated water. cDCE (cis-1,2-dichloroethene) accumulation on subsurface environments is a common environmental problem due to stagnation and partial degradation of other precursor chloroethene species. Polaromonas sp. strain JS666 apparently requires no exotic growth factors to be used as a bioaugmentation agent for aerobic cDCE degradation. Although being the only suitable microorganism found capable of such, further studies are needed for improving the intrinsic bioremediation rates and fully comprehend the metabolic processes involved. In order to do so, a metabolic model, iJS666, was reconstructed from genome annotation and available bibliographic data. FVA (Flux Variability Analysis) and FBA (Flux Balance Analysis) techniques were used to satisfactory validate the predictive capabilities of the iJS666 model. The iJS666 model was able to predict biomass growth for different previously tested conditions, allowed to design key experiments which should be done for further model improvement and, also, produced viable predictions for the use of biostimulant metabolites in the cDCE biodegradation.

Bioproduction of succinic acid from renewable feedstocks by Actinobacillus succinogenes 130Z

Succinic acid (SA) is a highly versatile building block that is used in a wide range of industrial applications. The biological production of succinic acid has emerged in the last years as an efficient alternative to the chemical production based on fossil fuels. However, in order to fully replace the competing petro-based chemical process from which it has been produced so far, some challenges remain to be surpassed. In particular, one main obstacle would be to reduce its production costs, mostly associated to the use of refined sugars. The present work is focused on the development of a sustainable and cost-e↵ective microbial production process based on cheap and renewable resources, such as agroindustrial wastes. Hence, glycerol and carob pods were identified as promising feedstocks and used as inexpensive carbon sources for the bioproduction of succinic acid by Actinobacillus succinogenes 130Z, one of the best naturally producing strains. Even though glycerol is a highly available carbon source, as by-product of biodiesel production, its consumption by A. succinogenes is impaired due to a redox imbalance during cell growth. However, the use of an external electron acceptor such as dimethylsulfoxide (DMSO) may improve glycerol metabolism and succinic acid production by this strain. As such, DMSO was tested as a co-substrate for glycerol consumption and concentrations of DMSO between 1 and 4% (v/v) greatly promoted glycerol consumption and SA production by this biocatalyst. Aiming at obtaining higher succinic acid yield and production rate, batch and fed-batch experiments were performed under controlled cultivation conditions. Batch experiments resulted in a succinic acid yield on glycerol of 0.95 g SA/g GLY and a production rate of 2.13 g/L.h, with residual production of acetic and formic acids. In fed-batch experiment, the SA production rate reached 2.31 g/L.h, the highest value reported in the literature for A. succinogenes using glycerol as carbon source. DMSO dramatically improved the conversion of glycerol by A. succinogenes and may be used as a co-substrate, opening new perspectives for the use of glycerol by this biocatalyst. Carob pods, highly available in Portugal as a residue from the locust bean gum industry, contain a significant amount of fermentable sugars such as sucrose, glucose and fructose and were also used as substrate for succinic acid production. Sugar extraction from raw and roasted carobs was optimized varying solid/water ratio and extraction time, maximizing sugar recovery while minimizing the extraction of polyphenols. Kinetic studies of glucose, fructose and sucrose consumption by A. succinogenes as individual carbon sources till 30 g/L were first determined to assess possible metabolic diferences. Results showed no significant diferences related to sugar consumption and SA production between the diferent sugars. Carob pods water extracts were then used as carbon source during controlled batch cultivations. (...)