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A performance assessment system (PAS) is an important instrument to provide a costeffective and sustainable management of wastewater treatment plants (WWTPs). Despite the fact that many PASs have been developed in recent years, important aspects of WWTPevaluation have not yet been considered. This paper presents the framework and the overall performance indicators of a PAS developed for urban WWTPs.

Tal como em muitas outras áreas, no domínio dos sistemas e serviços urbanos de água(abastecimento de água e de gestão de águas residuais) a actividade normativa desempenhaum papel importante na eliminação de barreiras técnicas ao comércio de produtos e serviços,através da uniformização de procedimentos e critérios. Também as crescentes exigências emtermos de Qualidade têm vindo a demonstrar a necessidade da existência de uma estruturanormativa adequada em que se apoiem os processos de certificação. O presente artigo tem porobjectivo fazer a apresentação da actividade de normalização em curso neste domínio levada acabo pela Comissão Técnica CT90

This paper investigates the powdered activated carbon (PAC) contribution to the fouling control by natural organic matter (NOM) in PAC/UF hybrid process, as well as the foulant behaviour of the PAC itself. Solutions of NOM surrogates (humic acids, AHA, and tannic acid, TA) and AOM/EOM (algogenic organic matter/extracellular organic matter) fractions from a Microcystis aeruginosa culture were permeated through an ultrafiltration (UF) hollowfibre cellulose acetate membrane (100 kDa cut-off). The greatest impairment on flux and the poorest rejection were associated with polysaccharide-like EOM substances combined with mono and multivalent ions. PAC, either in the absence or in the presence of NOM, did not affect the permeate flux nor the reversible membrane fouling, regardless of the NOM characteristics (hydrophobicity and protein content) and water inorganics. However, PAC controlled the irreversible membrane fouling, minimising the chemical cleaning frequency. Furthermore, PAC enhanced AHA and TA rejections and the overall removal of AOM, although it was apparently ineffective for the highly hydrophilic EOM compounds.

This paper investigates the powdered actuivated carbon (PAC) contribution to the fouling control by natural organic maitter (NON) in PAC/UF hybrid process, as well as the foulant behaviour of the PAC itself. Solutions of NOM surrogates (humic acids, AHA, and tannic acid, TA) and AOM/EOM (algogenic organic matter/extracellular organic matter) fractions from a Microcystis aeruginosa culture were permeated through an ultra

PAC/UF was investigated for removing M. aeruginosa cells and microcystins from natural watersand its performance was compared with the conventional clarifi cation with PAC addition(PAC+C/F/S). Ozonated and clarified waters from Tavira

The aim of this study was to evaluate the ultra

The aim of this study was to evaluate the ultrafiltration (UF) performance for removing Microcystis aeruginosa cells under different growth ages (1, 2, 3 and 4 months old). Special attention was given to cell damaging and subsequent release of microcystins to permeate. Experiments were performed with a hollow-fibre cellulose acetate membrane (100 kDa). UF achieved an absolute removal of M. aeruginosa single cells, producing chlorophyll-a free water and with a turbidity below 0.1 NTU. Cell lysis occurred at all cell growth phases although greater damage was observed for older cultures. However, the permeate quality was never deteriorated and its microcystin concentration was always identical or lower than the dissolved concentration in the feed water. The hydrophilic UF membrane presented low adsorption of microcystins but the microcystin rejection increased in the presence of algogenic organic matter (AOM). The type rather than the overall concentration of salts and organics ruled the membrane fouling, the 1-month-old suspension (polysaccharide-rich AOM with scaling multivalent ions) presenting higher fouling potential than the 3-month-old suspension (protein-rich AOM with much lower content of multivalent ions).

A gestão patrimonial de infra-estruturas (GPI) constitui, cada vez mais, uma actividade determinante para a garantia do cumprimento dos objectivos de gestão dos sistemas urbanos de água. Por um lado, as infra-estruturas são sujeitas a diferentes causas de degradação ao longo do tempo; por outro, as exigências de desempenho tendem aaumentar. Em Portugal, este tema torna-se particularmente relevante com a entradaem vigor do Decreto-Lei n.º 194/2009, de 20 de Agosto, relativo ao regime jurídico dosserviços municipais de abastecimento público de água, de saneamento de águas residuaisurbanas e de gestão de resíduos urbanos, que requer que as entidades gestoras que servem mais do que 30 mil habitantes promovam e mantenham um sistema de GPI. Este artigo descreve a metodologia de GPI desenvolvida no âmbito do projecto AWARE-P (www.aware-p.org). Esta metodologia tem em vista assegurar um bom equilíbrio entre o desempenho das infra-estruturas, que se pretende maximizar, os riscos assumidos,a minimizar, e os custos totais correspondentes. Recomenda que o planeamento seja feito ao nível estratégico (global e de longo prazo), táctico (sectorial e de médio prazo) e operacional (de pormenor e de curto prazo). As principais competências envolvidassão a engenharia, a gestão, nas perspectivas económico-financeira e organizacional, ea informação.

Dissolved air flotation (DAF) performance with two different naturally occurring cyanobacterialmorphologies was investigated with respect to the biomass removal efficiency,the toxin release to water and the coagulant demand by different water backgroundnatural organic matter (NOM). Coagulation (C)/Flocculation (F)/DAF bench-scale experiments(2 min coagulation at 380 s 1 with polyaluminium chloride (0.5e4 mg/L Al2O3, thedose depending on the water NOM content); 8 min flocculation at 70 s 1; 8 min DAF with5 bar relative pressure and 8% pressurised recycle) were performed with single cells ofMicrocystis aeruginosa and Planktothrix rubescens filaments spiked in synthetic waters withdifferent NOM contents (hydrophobic vs. hydrophilic NOM; moderate (2e3 mgC/L) vs.moderate-high concentration (ca. 6 mgC/L)). For both morphologies, the results show noapparent cyanobacterial damage (since the water quality did not degrade in dissolvedmicrocystins and the removal of intracellular microcystins matched the removal of chlorophylla) and high biomass removal efficiencies (93e99% for cells and 92e98% for filaments)provided optimal coagulant dose for chlorophyll a removal was ensured. Chargeneutralisation by the polyaluminium chloride was the main coagulation mechanism of theM. aeruginosa cells and most likely also of the P. rubescens filaments. The specific coagulantdemand was severely affected by NOM hydrophobicity, hydrophobic NOM (with a specificUV254nm absorbance, SUVA, above 4 L/(m mgC)) requiring ca. the triple of hydrophilic NOM(SUVA below 3 L/(m mgC)), i.e. 0.7 vs. 0.2e0.3 mg Al2O3/mg DOC.

Urban water infrastructures provide essential services to modern societies and represent a major portion of the value of municipal physical assets. Managing these assets rationally is therefore fundamental for the sustainability of the services and to the economy of societies.

A iniciativa em Energia, Qualidade e Tratamento de Água

Pharmaceutical compounds (PhCs) are emerging contaminants of environmental-health concern that, if not controlled, could adversely affect drinking water sources and water reuse projects, two key issues of sustainable water management. Wastewater treatment plants (WWTPs) are crucial barriers against PhCs, but many of these compounds are resistant to conventional treatments, thus cost-effective and resource efficient solutions based on existing infrastructure are essential. The LIFE Impetus project aims at demonstrating feasible measures for improving the control of PhCs in urban WWTPs with conventional activated sludge (CAS) treatment, namely strategies based on chemically enhanced barriers with adsorbent and/or coagulant addition.For the adsorbents, biomass-derived powdered activated carbons (PACs) are being developed and benchmarked against commercial PACs. The first selection of biomass took into account the availability of national industrial wastes and so cork and carob processing wastes were chemically and steam activated. Selected materials were used in laboratory tests assessing the adsorption of a short-list of representative PhCs, first in a synthetic inorganic matrix and then in a real competitive scenario using secondary effluents from Beirolas (BEI) and Faro Noroeste (FNW), the two project case studies both WWTPs with conventional activated sludge treatment.

A resiliência é usualmente entendida como a capacidade de um sistema de absorver umaperturbação e reorganizar-se enquanto sofre mudanças, de modo a manter a mesma função,estrutura, identidade e capacidade de resposta (Folke, 2006). A resiliência emergiu como umaperspetiva interessante para as cidades, teorizadas como sistemas adaptativos altamentecomplexos (Meerow et al. 2016). Segundo a OCDE, uma cidade resiliente deve ser adaptativa,robusta, redundante, flexível, com recursos, inclusiva e integrada (Sayass, 2016). As NatureBased Solutions (NBS) surgiram como soluções sustentáveis para contribuir para a resiliênciadas cidades, de forma a enfrentar os desafios das alterações climáticas. A Comissão Europeiadefine NBS como ações que visam ajudar as sociedades face os desafios ambientais, sociais eeconómicos de forma sustentável. As NBS envolvem ações de conservação ou reabilitação deecossistemas naturais, assim como a melhoria ou criação de processos naturais emecossistemas modificados ou artificiais (UNESCO, 2018). Esta comunicação visa aprofundar ocontributo das NBS para a resiliência urbana, analisando projetos e estudos desenvolvidos eidentificando as lacunas existentes neste âmbito.

Water treatment technologies improvement is the key to face current water quality challenges (2030Agenda). A challenge in wastewater treatment and water reuse relates to the presence of micropollutants in raw water, the latter often related with pharmaceutical compounds (PhCs). Although WWTPs are crucial barriers against PhCs, many of these compounds are resistant to conventional treatments, thus cost-effective and resource efficient solutions based on existing infrastructure are essential. LIFE Impetus project (LIFE14 ENV/PT/000739) aims at demonstrating feasible measures for improving the control of PhCs in urban wastewater treatment plants (WWTPs) with conventional activated sludge (CAS) treatment. Namely, strategies based on chemically enhanced barriers, with adsorbent and/or coagulant addition, are underway. New powdered activated carbons (PACs) are being developed from industrial wastes available in Portugal (cork, carob processing residues and pinion shell) by chemical and steam activation. The novel biomass-derived PACs (apparent surface areas > 1000 m2/g) are being benchmarked against commercial counterparts. Selected lab-made PACs were already used in laboratory tests assessing the competitive adsorption of a short-list of representative PhCs (diclofenac - DCF, carbamazepine - CBZ and sulfamethoxazole - SMX). Adsorption studies were conducted in synthetic inorganic matrix and in real wastewater effluents from one of the CAS-WWTPs selected as case study. For the carob-derived PAC, 10 to 20 mg/L are needed to attain, in 5 h of contact time, 80% removal of the target PhCs in the mixed liquor of that WWTP.

Water treatment technologies improvement is the key to face current water quality challenges (2030Agenda). A challenge in wastewater treatment and water reuse relates to the presence of micropollutants in raw water, the latter often related with pharmaceutical compounds (PhCs). Although WWTPs are crucial barriers against PhCs, many of these compounds are resistant to conventional treatments, thus cost-effective and resource efficient solutions based on existing infrastructure are essential. LIFE Impetus project (LIFE14 ENV/PT/000739) aims at demonstrating feasible measures for improving the control of PhCs in urban wastewater treatment plants (WWTPs) with conventional activated sludge (CAS) treatment. Namely, strategies based on chemically enhanced barriers, with adsorbent and/or coagulant addition, are underway. New powdered activated carbons (PACs) are being developed from industrial wastes available in Portugal (cork, carob processing residues and pinion shell) by chemical and steam activation. The novel biomass-derived PACs (apparent surface areas > 1000 m2/g) are being benchmarked against commercial counterparts. Selected lab-made PACs were already used in laboratory tests assessing the competitive adsorption of a short-list of representative PhCs (diclofenac - DCF, carbamazepine - CBZ and sulfamethoxazole - SMX). Adsorption studies were conducted in synthetic inorganic matrix and in real wastewater effluents from one of the CAS-WWTPs selected as case study. For the carob-derived PAC, 10 to 20 mg/L are needed to attain, in 5 h of contact time, 80% removal of the target PhCs in the mixed liquor of that WWTP.

A set of laboratory experiments on large scale models of different transition drop manhole/downstream sewer was conducted. The results obtained show evident influence from the different configurations on discharge coefficients and energy dissipation.

There is a significant potential for an increased use of reclaimed wastewater in Europe and a major challenge is to protect the environment and human health without blocking the development of water reuse programs. No legal requirements have been set for pharmaceutical compounds (PhCs) discharge into surface water bodies; however, changes in legislation may arise as a result of their monitoring in the water bodies (e.g. through the watch list of the environmental quality standards directive) and sound cause-effect (e.g. risk cancer increase or reproductive abnormalities) studies. The largest input source of PhCs into the aquatic environment is through wastewater treatment plants (WWTPs) and, since many of such compounds are resistant to conventional treatment, it is important to anticipate solutions for improving the performance of those infrastructures as crucial barriers for controlling PhCs, and ultimately for the preservation of drinking water sources and the development of safe water reuse projects. The development of technology safety credits towards PhCs control is essential for assisting risk assessment studies, key tools for effective safe water reuse programs. In this perspective, our team has been developing two approaches for controlling PhCs in reclaimed water, on one hand the enhancement of conventional treatment and, on the other hand, the use of advanced wastewater treatment, presenting in this communication one case study for each. Case study I (LIFE Impetus project) focuses the chemical enhancement of conventional activated sludge (CAS) treatment through the addition of commercial and local vegetal waste-based tailored powdered activated carbons (PACs). Case study II (LIFE aWARE project) focuses a PAC/loose nanofiltration (PAC/NF) process for advanced treatment of a membrane bioreactor (MBR) effluent from a Spanish WWTP plant. In case study I, lab adsorption studies and modeling allowed calibrating predictive models of the PAC adsorption capacity and rate. Results anticipate that the addition of 6 mg/L PAC to a well-mixed bioreactor with 12 h of contact time is able to remove 80% of target PhCs. A long-term pilot-scale demonstration with PAC addition to activated sludge systems is on-going in two Portuguese WWTPs. In case study II, two PAC/NF lab configurations were selected and tested at lab scale: i) one with a single PAC dose at the beginning of the filtration cycle (pulse dosing) and ii) another with continuous PAC dosing. No pressure increase was observed during the filtration cycles and high removals of the target PhCs were observed, with 58-89% for the continuous dosing of 50 mg/L PAC. The results were successfully used in the design and operation of the PAC/NF pilot for the technology demonstration in El Prat WWTP (Spain).

City resilience reflects the overall capacity of a city (individuals, communities, institutions,businesses and systems) to survive, adapt and thrive no matter what kinds of chronicstresses or acute shocks they experience [1]. This capacity may be acquired throughadopting structural and non-structural solutions and/or introducing knowledge andintelligence in the management of cities infrastructures.In recent years, society has become increasingly aware of the risks that climate changeposes to cities. Climate change is likely to result in sea level rise, irregularity in rainfallfrequency and intensity, droughts and heat waves, which calls for a rapid but alsoinformed, sustainable and cohesive response from several stakeholders. In fact, thegrowing diversity of hazards, increasing complexity of cities, and uncertainty associatedwith climate change, globalisation and rapid urbanisation have contributed to introduceurban resilience into a critical agenda [2] and reinforced and it is necessary to make citiesand human settlements inclusive, safe, resilient and sustainable [3].Furthermore, there is a need for models and tools that analyse urban resilience basedon a multisectoral approach, considering service interdependences and cascadingeffects, in order to increase city

Está em curso uma transformação no papel desempenhado pelas estações de tratamento de águas residuais, no sentido de incluir objetivos como a redução da emissão de gases com efeito de estufa e a promoção da recuperação de nutrientes, para além das tarefas fundamentais de proteção da saúde pública e de proteção da qualidade da água. As normas europeias fornecem especificações para produtos, materiais, serviços e processos, no sentido de assegurar qualidade, segurança e eficiência. Podem assim apoiar processos de evolução tecnológica, como o que se assiste no sector da água, funcionando como um repositório de boas práticas. Nesta comunicação é feita uma apresentação da norma europeia EN 12255 “Estações de tratamento de águas residuais”, cujo processo de revisão sistemática visa, entre outros objetivos, incorporar no texto normativo questões relacionadas com a promoção da eficiência energética e a recuperação de nutrientes, aspetos essenciais para uma maior sustentabilidade do sector da água.

Pharmaceutical compounds (PhCs) are concerning the regulators and the general public because very little is known about their long-term and synergistic health-environmental effects. As some of these compounds are resistant to conventional wastewater treatment plants (WWTPs) though prone to adsorption, the addition of powdered activated carbon (PAC) emerges as a low capital cost and efficient complementary barrier against PhCs in the treated water. This paper reports the potential application of a newly developed waste-derived PAC for PhC removal in conventional activated sludge WWTPs, during the secondary treatment. The results obtained show that a dose of 6 mg/L of PAC will assure > 80% removal of the three PhCs tested (diclofenac, carbamazepine and sulfamethoxazole).

O Guia Técnico n.º 27 concretiza a 4.ª geração do sistema de avaliação da qualidade dos serviços da ERSAR, sendo o resultado de um excelente exemplo de colaboração entre a ERSAR, enquanto entidade reguladora, o Laboratório Nacional de Engenharia Civil e a Faculdade de Ciências e Tecnologia da Universidade Nova de Lisboa, a quem não podíamos deixar de agradecer, alargando este agradecimento ao universo das entidades gestoras reguladas, cujos contributos prestados durante a consulta ao setor foram integrados nesta versão final.

The European project LIFE IMPETUS demonstrated low-investment, low-energy, flexible, and easy to implement measures for improving the removal of pharmaceutical compounds in urban wastewater treatment plants (WWTPs) with activated sludge (CAS) treatment, the most common biological process in those plants in Portugal and worldwide.The project addressed two major groups of technical solutions: i) operating strategies to enhance the biological treatment for PhC removal, measures identified using sound benchmarking tools, and ii) powdered activated carbon (PAC) addition to the biological reactor, using eco-friendly adsorbents, to control the recalcitrant PhCs and those with incomplete and variable biological removal. These technical guidelines compile the best practices and best lessons learned in LIFE IMPETUS project regarding PhC monitoring and improvement of PhC control in urban CAS-WWTPs using the approached technical solutions. The document aims at an easy and comprehensive use by water practitioners, water regulators, academia, and students of different backgrounds, answering to the questions of what, where, how, how much (cost), and when to monitor and control PhCs in urban CAS-WWTPs. Incentives for PhC control in urban WWTPs are also tackled.

The Technical Guide presents the 4th generation of the service quality assessment system, which abandons some 3rd generation indicators and adds new ones to respond to the latest challenges to supply services, urban waste water management and urban waste management. Changes are also made to definitions and benchmarks for some indicators are adjusted.

O projeto Avaler+

These technical guidelines provides guidance on the use of the hybrid process of powdered activate carbon adsorption and ceramic microfiltration for sustainable drinking water production. They were developed based on the field demonstration of the technology, in Portugal, with a pilot prototype, within the LIFE Hymenb project LIFE12 ENV/PT/001154 "Tailoring hybrid membrane processes for sustainable drinking water production", conducted by LNEC - the National Civil Engineering Laboratory and Águas do Algarve, S.A.

O objetivo do presente Guia é a apresentação e a especificação dosistema correspondente à 2.ª geração de avaliação da qualidade dosserviços de abastecimento de água, de saneamento de águas residuaisurbanas e de gestão de resíduos urbanos prestados pelas entidadesgestoras sujeitas a regulação.Este sistema constitui uma peça fundamental do modelo de regulaçãoem implementação pela ERSAR, sumariamente descrito neste Guia emais detalhadamente descrito em [1], nomeadamente no que respeitaà componente da regulação da qualidade do serviço, de forma a tornarpossível a avaliação quantificada.Note-se que, de acordo com o disposto na alínea e) do n.º 1 do artigo 5.ºdo Decreto-Lei n.º 277/2009, de 2 de outubro, a ERSAR tem atribuiçõesnão apenas para assegurar a regulação da qualidade de serviço prestadoaos utilizadores pelas entidades gestoras, mas também para avaliaro desempenho dessas entidades, promovendo a melhoria dos níveis deserviço. É no quadro destas atribuições que se pretende promover estesistema de avaliação da qualidade dos serviços de águas e resíduos.A 2.ª geração do sistema de avaliação da qualidade do serviço resultouda análise crítica do sistema de indicadores adotado na 1.ª geração e darespetiva aplicação desde 2004 ao universo das entidades concessionáriase teve em conta o estado atual de conhecimentos e a experiênciainternacional entretanto adquirida.Para além da identificação e da especificação de todos os componentesdo sistema de avaliação, e em particular do conjunto de indicadores dequalidade do serviço a utilizar em cada um dos três tipos de serviços,são também definidos os procedimentos de avaliação, através dadefinição da informação a obter, do cálculo de indicadores, da sua interpretaçãoe análise comparativa, numa perspetiva de benchmarking, eda produção do relatório de síntese.

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O objectivo do presente Guia é a apresentação e a especificação do sistema correspondente à 2.ª geração de avaliação da qualidade dos serviços de abastecimento de água, de saneamento de águas residuais urbanas e de gestão de resíduos urbanos prestados pelas entidades gestoras sujeitas a regulação. Este sistema constitui uma peça fundamental do modelo de regulação em implementação pela ERSAR, sumariamente descrito neste Guia e mais detalhadamente descrito em [1], nomeadamente no que respeita à componente da regulação da qualidade do serviço, de forma a tornar possível a avaliação quantificada. Note-se que, de acordo com o disposto nas alíneas e) do artigo 5.º do Decreto-Lei n.º 277/2009, de 2 de Outubro, a ERSAR tem atribuições não apenas para assegurar a regulação da qualidade de serviço prestado aos utilizadores pelas entidades gestoras bem como para avaliar o desempenho dessas entidades, promovendo a melhoria dos níveis de serviço. É no quadro destas atribuições que se pretende promover este sistema de avaliação da qualidade dos serviços de águas e resíduos. A 2.ª geração do sistema de avaliação da qualidade do serviço resultou da análise crítica do sistema de indicadores adoptado na 1.ª geração e da respectiva aplicação desde 2004 ao universo das entidades concessionárias e teve em conta o estado actual de conhecimentos e a experiência internacional entretanto adquirida. Para além da identificação e da especificação de todos os componentes do sistema de avaliação, e em particular do conjunto de indicadores de qualidade do serviço a utilizar em cada um dos três tipos de serviços, são também definidos os procedimentos de avaliação, através da definição da informação a obter, do cálculo de indicadores, da sua interpretação e análise comparativa, numa perspectiva de benchmarking, e da produção do relatório de síntese.

Os objetivos da nova DARU são ambiciosos, exigindo maior eficácia e eficiência

Asset management (AM) has become increasingly important in various sectors and organizations over the lastfew decades. This introductory chapter provides an overview of asset management to facilitate a comprehensive understanding of AM, summarizing its application to urban drainage asset management (UDAM), an asset-intensive sector. The chapter includes a short history, from general AM to UDAM, and refers to milestones, key organizations, and standards. It describes AM principles and different perspectives to approach the subject. The UDAM context is outlined, providing the general processes which can influence strategic, tactical, or operational decision levels, accounting for the specific perspectives and objectives on the subject. The main approaches applied to UDAM are broadly described, some of which incorporate a balance of costs, risks, opportunities, and performance, while others focus on specific aspects. The chapter presents different types of approaches to AM, ranging from those based on condition, reliability, and risk to those based on value, followed by those based on performance or quality of service, highlighting common aspects or overlaps between them. When appropriate, guidance to the chapters where additional information on the subject can be found is provided. Finally, challenges, limitations and opportunities are highlighted.

The number of climate-related disasters has progressively increased in the last two decades and this trend will drastically exacerbate in the medium- and long-term horizons according to climate change projections. In this framework, through a multi-disciplinary team and a strong background acquired in recent projects, ICARIA aims to promote the use of asset-level modeling to achieve a better understanding of climate related tangible direct and indirect impacts on critical assets due to complex, cascading, and compound disasters. Furthermore, it takes into account the related risk reduction provided by suitable, sustainable, and cost-effective adaptation solutions. ICARIA focuses on both (i) critical assets and services that were not designed for potential climate change-related impacts that can increase the unplanned outages and failures, and (ii) on housing, natural areas, and population. Cutting edge methods regarding climate scenario building, asset-level-coupled models, and multi-risk assessment approaches will be implemented and replicated in three EU regions to understand how future climate scenarios might affect critical assets and to provide decision-making support tools to private and public risk owners to assess the costs and benefits of various adaptation solutions.

Activated carbons are versatile adsorbents that can play a crucial role in the enhancement of wastewater treatment, namely by controlling organic microcontaminants of emerging concern (CECs) and organic matter. These materials have a 100-year market availability, large scientific testing at lab-scale and applicability in consolidated technologies. However, the use of activated carbons at full-scale wastewater treatment is still emerging, driven by the increasing awareness on environmental and human threats mainly resulting from CECs. The present chapter reviews the literature on the application of activated carbons in full- or large pilot-scale plants, highlighting the state-of-art knowledge on practical issues on operational set-ups, improvements on water overall quality, and costs. The selection criteria and properties of the powdered and granular (PAC and GAC) materials used, and the pros and critical aspects of their application, relevant for product development and process optimisation, are also analysed and determine the research needs proposed for a technical, economic, and environmentally sustainable application of activated carbon in full-scale advanced wastewater treatment.

Urban areas are dynamic, complex, and vulnerable systems involving multiple strategic services such as water supply, wastewater, and stormwater and waste management. Climate-change trends may directly affect the urban water cycle, through heavy rainfall, tides, and droughts, potentially causing cascading impacts with serious consequences for people, the natural and built environments, and the economy. These challenges to urban areas require an integrated and sustainable approach to increase their resilience, with the allocation of the needed resources, including the development and implementation of disaster risk reduction (DRR) strategies, plans, and regulations in all relevant sectors. This chapter describes a resilience-assessment framework to be used by cities and urban-service managers. It considers a structured and objective-driven assessment aiming at supporting the development and monitoring of cities' and urban services' resilience action plans, thus contributing to appropriate DRR investments. Our approach considers four resilience dimensions: organizational, spatial, functional, and physical. It is aligned with the UNDRR's Disaster Resilience Scorecard for Cities and addresses the priorities of the Sendai Framework for Disaster Risk Reduction. In this chapter, we apply the resilience-assessment framework to the waste and mobility sectors in Lisbon (Portugal), identifying main opportunities to enhance their resilience and supporting the development of resilience and DRR strategies.

Atualmente os sistemas urbanos de água são reconhecidos como infraestruturas in­dispensáveis de suporte para a prestação de serviços públicos de primeira necessida­de à saúde e bem-estar das populações e à economia das sociedades

This paper aims to explain why and how innovative technologies are enablers of strategic asset management (SAM) of water supply, wastewater and storm water systems.

Urban areas are dynamic, complex, and vulnerable systems involving multiple strategic urban services, stakeholders, and citizens. Strategic services essential to society include water and sewerage (water supply, and wastewater and stormwater management), waste management, energy supply, public lighting, transport, and public security. The potential effects of climate dynamics on the urban areas might lead to the aggravation of existing fragile conditions and the emergence of new hazards or risk factors, with major impacts on strategic urban services, people, the natural and built environment, and the economy. Climate change challenges to urban areas thus require an integrated and sustainable approach to increase their resilience, with the allocation of the needed resources at all administrative levels. These include the development and implementation of disaster risk reduction (DRR) strategies, policies, plans, laws, and regulations in all relevant sectors (UNISDR, 2015). This chapter describes a resilience assessment framework to be used by cities and urban-service managers. The framework considers a structured and objective-driven assessment aiming at supporting the development and monitoring of cities

This chapter briefly presents concepts and methodologies to support the management of urban drainage infrastructure. After the introduction, data requirements for assessing the condition of urban drainage systems are presented. Data can be collected in different ways. Data analysis allows for determining structural and functional issues and system performance. The causes and consequences of failures are required for condition assessment and are the subject of the risk section. Any intervention in the urban drainage system has a cost that must be assessed. Mathematical modelling of the urban drainage systems has an advantage for evaluating the hydraulic and structural performance. Decisions on the management of urban drainage rehabilitation need to be addressed considering the different points of view or aspects that are often contradictory. This may be addressed by using multi-criteria decision analysis methodologies.

Urban water services make use of extensive networked infrastructures - water supply and drainage systems. Efficient management of these services relies on the quality of measurements of hydraulic variables in pipes and sewers to support robust analysis of systems

This research aims at developing a comprehensive approach for assessing the energy use and efficiency in wastewater systems, considering the water-energy-greenhouse gas (W-E-G) emissions nexus supported by methods and tools, such as a tailored energy balance and a performance assessment system (PAS). This approach is aligned with continuous improvement principles and allows carrying out the diagnosis of energy efficiency in wastewater systems supporting the building of a portfolio of energy use improvement measures responding to strategic objectives and attending to the systems

Drinking water storage tanks are essential components of water supply systems to store water, to level off pressure in networks and to meet emergency storage. They are also frequent sources of deterioration of drinking water quality and safety owing to inadequate tank design and operation. Mostly, existing tanks design, dimensions and operation do not account for water mixing and renewal.

Nature-Based Solutions (NBS) are crucial to achieving the goals of the United Nations Agenda 2030 for sustainable development and other global agendas, such as the Paris Agreement on Climate Change. In the last decade, the NBS umbrella concept has become more relevant intending to contribute to urban resilience and to address the climate change challenges. NBS are living solutions inspired by nature that use or mimic natural processes intending to face several societal challenges, from the perspective of resource-efficient use and the promotion of economic and environmental benefits. Currently, cities are encouraged to understand and measure the NBS contribution to identify adequate strategies for enhancing resilience and prioritize investments accordingly. The objective of the present thesis is to promote and enhance the NBS implementation in cities, focused on solutions for stormwater management and control. Based on the analysis of their contribution to urban resilience, the potential to meet environmental, social, and economic challenges and to adapt across diverse urban scales and contexts is demonstrated. In this sense, a Resilience Assessment Framework (RAF) to assess the NBS contribution to urban resilience was developed. This framework aims to assess the NBS contribution to urban resilience. Moreover, a Guidance for the RAF application in cities with different resilience maturity was developed, which involved the RAF validation by seven cities (from a national and international context), that participated voluntarily in this phase. In this context, the developed RAF is comprehensive and multidimensional. It is driven by the definition of objectives, criteria, and metrics, according to the proposed structure for assessing the water supply and wastewater system service performance in the framework of the ISO 24500 standards of the International Organization for Standardization. For an oriented assessment of the criteria, qualitative and quantitative metrics were defined, considering data from different sources and complexity. Reference values were also identified and metrics' classifications were defined. In this classification, each answer is associated with a resilience development level, intending to assess the NBS contribution to urban resilience on a normalized scale. To support the RAF application to cities with different resilience maturity (in terms of resilience and available information), three analysis degrees (essential, complementary, and comprehensive) and a set of metrics were proposed, which are pre-defined in the guidance for the RAF application. To support the selection of the analysis degree more adequate to any city, a structure to characterize the city's profile was developed. This complementary profile also supports the interpretation of the RAF results, both at the city and at the level of specific NBS. To conclude, the application of the RAF essential analysis degree to the seven participating cities, with different challenges regarding urban resilience and NBS, and of the comprehensive analysis degree (complete RAF) to Porto´s urban area, through an assemble assessment at the city and NBS levels, were presented.

Over the past two decades, performance assessment (PA) has been one of the areas show-ing the greatest advancement in the water sector. PA aims to measure effectiveness and/or efficiency of an activity or process using performance metrics, supporting the decision-making process and the continuous improvement of water utilities. Despite the potential benefits, few projects, and initiatives on PA have been undertaken regarding storm water systems (SWS). The present thesis aims to develop a performance assessment framework (PAF), applicable to both conventional SWS and sustainable urban drainage systems (SUDS), objective driven and focused on systems

Infrastructure asset management (IAM) has been increasingly becoming a key topic in the mind-set shift of the water sector managers and policy makers, allowing to assist in the operational, tactical and strategic decision-making in urban water infrastructures. Nevertheless, IAM implementation by the water utilities is still far from needed and not widespread, due to several challenges and constraints, mainly associated with limited human, technological and financial resources. The current research aims at enhancing urban water infrastructure asset management through an integrated decision-making approach, that includes novel methodologies for condition assessment, service life prediction and cost modelling. This approach can be applied at three assessment levels

Este trabalho tem como objetivo melhorar a eficiência energética dos sistemas de abastecimento de água através do desenvolvimento de uma metodologia orientada por objetivos e com recurso ao balanço energético e a métricas de desempenho que permitem identificar as principais origens de ineficiência energética dos sistemas, comparar diferentes alternativas de intervenção e contribuir para a melhoria contínua destes sistemas.A metodologia de investigação seguida contempla desenvolvimentos científicos aliados a uma aplicação prática num conjunto alargado de casos de estudo através de ferramentas de cálculo automático desenvolvidas para o efeito. Os desenvolvimentos científicos consistem na formulação matemática de um balanço energético flexível em termos de dados necessários para a sua implementação; o desenvolvimento de métricas de desempenho que permitem identificar a origem das ineficiências energéticas (equipamentos, perdas de água ou configuração e operação) e a sua sistematização numa metodologia que segue os princípios de melhoria contínua (Plan-Do-Check-Act). A aplicação a casos de estudo é efetuada em três etapas. A primeira etapa consiste na aplicação do balanço energético agregado e métricas de desempenho para diagnosticar ineficiências a nível global em sistemas sem modelo matemático. A segunda etapa consiste na aplicação de um balanço detalhado com recurso a modelos matemáticos, bem como uma análise de sensibilidade aos diferentes métodos. A terceira etapa centra-se na aplicação detalhada de dois casos de estudo para ilustrar a metodologia.Os principais resultados são: i) uma metodologia integrada para o diagnóstico água-energia em sistemas de abastecimento de água; ii) um novo balanço energético para sistemas de abastecimento de água; iii) resultados da aplicação do balanço e das métricas de eficiência energética em 110 sistemas; iv) ferramentas para cálculo das diferentes formulações de balanço energético e de métricas de desempenho; e v) valores reais e exemplos de soluções não convencionais que conduziram a melhorias de desempenho energético.

As estações de tratamento de águas residuais (ETAR) são atualmente alvo de esforços de melhoria do seu desempenho técnico, ambiental e económico. Empresas, reguladores e organismos de financiamento têm utilizado sistemas de avaliação de desempenho para apoiar as suas decisões. Neste contexto, o LNEC desenvolveu a 1.ª e 2.ª geração do sistema de avaliação de desempenho (PAS) de ETAR baseado em indicadores (PIs) e índices de desempenho (PXs). Para ambos, os valores de referência para o julgamento do desempenho são elementos chave. Apesar de serem elementos cruciais, os valores de referência precisavam ainda de ser definidos para avaliar e melhorar o desempenho das ETAR com foco na eficiência energética e gestão de afluências pluviais. Assim, o objetivo da tese foi desenvolver a terceira geração do PAS com valores de referência para avaliar o desempenho. Os PIs e PXs focam os objetivos principais da ETAR, ou seja, garantir a sustentabilidade técnica, econômica e ambiental, garantindo um tratamento eficaz e fiável com o consumo mínimo de energia, reagentes e produção de lamas. A estratégia seguida consistiu em desenvolver ou selecionar a partir da segunda geração do PAS sub-conjuntos de PIs e PXs de acordo com os objetivos, nomeadamente, eficácia, fiabilidade, desempenho energético e consumo de reagentes e gestão das lamas. Os valores de referência foram derivados com base numa revisão da literatura, equações empíricas e/ou estudos de campo e, sempre que aplicável, incorporam o efeito de parâmetros chave, de modo a avaliar o efeito das variações de caudal e de concentração. Foi desenvolvida uma análise estatística dos PXs para avaliar a fiabilidade da ETAR. Foi também demonstrada a flexibilidade do sistema de avaliação de desempenho para diferentes objetivos e uma abordagem para diagnosticar oportunidades de melhoria do desempenho, utilizando os PIs e PXs num ciclo PDCA (plan-do-check-act).

Este trabalho de investigação teve como objectivo principal propor, aplicar e validar uma metodologia que permitisse transformar dados de consumo urbano de água, obtidos a partir de sistemas de telemetria, em informação útil para a gestão dos serviços de água e para os consumidores.A metodologia encontra-se estruturada em quatro módulos: planeamento e monitorização,processamento de dados, produção de informação de caracterização e previsão eclassificação. Tirando partido de dados de consumo telemedidos aos vários níveis, desde o cliente individual às zonas de medição e controlo (ZMC), procede-se à aplicação dametodologia para caracterização de grandes consumidores, previsão do consumodoméstico nocturno, avaliação do efeito da variação de pressão no consumo autorizado enas perdas de água e previsão do consumo em ZMC.Para além da metodologia estruturada para a análise de consumos, as principaiscontribuições inovadoras são o desenvolvimento de modelos de previsão e de classificação do consumo em ZMC, em função das variáveis explicativas mais significativas, e a obtenção de expressões para a variação do consumo autorizado e das perdas reais com a pressão.O trabalho desenvolvido contribuirá para um uso mais eficiente da água, através de ummelhor conhecimento sobre as várias componentes do consumo urbano de água, assimcomo para o estabelecimento de critérios de projecto e de exploração da rede maissustentados.

Os serviços de abastecimento de água (SAA) têm vindo a incorporar princípios desustentabilidade na sua prática de gestão. O estado da arte em metodologias de avaliação dedesempenho de SAA mostrou a necessidade de abordar especificamente o tratamento,considerado insatisfatoriamente nas abordagens sistematizadas existentes.Na presente dissertação desenvolveu-se um sistema de avaliação de desempenho (PAS) deestações de tratamento de água (ETA), orientado por objectivos, normalizado e quantitativo,destinado a apoiar a tomada de decisão, e cobrindo os domínios qualidade da água tratada,eficiência/fiabilidade, utilização de água, energia e materiais, gestão de subprodutos, segurança,recursos humanos e económico financeiros.O PAS integra uma componente para avaliação do desempenho global, baseada em indicadoresde desempenho, e uma componente para avaliação do desempenho operacional, baseada emíndices de desempenho que avaliam, numa escala 0-300, a qualidade da água tratada, eficiênciasdas várias operações/processos unitários (OPU) e sua relação com condições de operação.Foi desenvolvida uma ferramenta de cálculo automático do PAS.A aplicação do PAS a cinco ETA de características diversas permitiu avaliar a evoluçãotemporal do seu desempenho, comparar estações e OPU, e identificar oportunidades de melhoriana operação das OPU, na qualidade da água tratada e utilização de recursos.

O presente documento constitui o relatório global da Fase 3 do estudo Metodologia de auditoria e classificação hídrica de edifícios residenciais realizado para a ADENE e faz parte do produto D3. Fazem ainda parte integrante de D3, 12 relatórios individuais de aplicação da metodologia a cada um dos casos estudados pelo LNEC complementados com os correspondentes 12 ficheiros MS Excel preenchidos. No relatório global são apresentados os 12 casos de estudo e os resultados da aplicação da versão MA2 da metodologia. É descrita a abordagem adotada para definição e caracterização de medidas de melhoria da eficiência hídrica em termos de custos e de poupanças potenciais de água. Para cada caso de estudo, são propostas e caracterizadas medidas específicas de melhoria.

This document presents the LIFE IMPETUS solution, taking into full account the final results of the project.

A 3rd edition of the Replicability and Transferability Plan was produced, building on the 2018 and 2016 editions. This plan defines a strategy for the valorisation of the results.

This document reports the communication, dissemination and development activities of LIFE Impetus project for the 3 years that follow the date of completion of the project.

This document presents relevant indicators that may affect the impact of LIFE IMPETUS project actions, as well the results of a Future Scenarios Design exercise, in order to address a sustained approach to their potential.

O presente documento constitui o relatório da Fase 4 (produto D4) do estudo Metodologia de auditoria e classificação hídrica de edifícios residenciais realizado para a ADENE. Neste relatório são apresentadas as medidas de melhoria da eficiência hídrica de edifícios residenciais identificadas para os vários critérios de avaliação previstos na metodologia de auditoria (MA) em desenvolvimento pela ADENE. Para cada medida, foi elaborada uma ficha individual de caracterização.

No contexto das elevadas concentrações em cloreto, sódio e fluoreto encontradas nas águas subterrâneas de algumas captações destinadas ao consumo humano em diversas ilhas dos Açores, a Entidade Reguladora dos Serviços de Águas e Resíduos dos Açores (ERSARA) solicitou ao LNEC a "Análise das origens de água para abastecimento público em diversas ilhas dos Açores visando otimizar a qualidade da água destinada ao consumo humano". O LNEC desenvolveu este trabalho em colaboração com a Universidade dos Açores, através da contratação da Fundação Gaspar Frutuoso (FGF). O presente documento constitui o relatório final do estudo. Respondendo aos objetivos estabelecidos, aqui se sistematiza e analisa a informação disponibilizada, apresenta-se uma análise preliminar de propostas de soluções para o abastecimento público e as conclusões e recomendações para cada uma das quatro ilhas envolvidas, São Miguel, Terceira, Graciosa e Pico.

This report has been elaborated in the context of the RESCCUE Project. This Project concerns climate change in urban areas, so their resilience and potential impacts of extreme events on urban services, like transports, energy production, water and energy distribution. The project will provide a framework enabling city resilience assessment, planning and management. The present report develops the first task of second Work Package (following WP2) dealing with the identification of potential hazards for strategic urban services as a consequence of climate change pressure. The WP2 will cover a complete hazard assessment for urban services operation for current and future scenarios.

This report constitutes the third deliverable of actions B3 and B4, and aims at fulfilling the following objectives: i) to assess the performance of the new adsorbents, developed and characterised in action B3, and of a short-list of commercial powdered activated carbons (PACs), also characterised in action B3, towards the adsorption of a set of target pharmaceutical compounds (PhCs) tested in actions B3 and B4; and ii) to select the coagulants and PACs for pilot testing in action B5.

This document is the Monitoring Framework of the LIFE Impetus project, focusing on the link with PAStool. Its purpose is to establish the basis for the project

Este estudo visa aumentar a confiança na reutilização segura da água, utilizando tecnologias de tratamento avançado como ultrafiltração, ozonização e osmose inversa para avaliar a sua eficácia e limitações. Desenvolvido numa estação de tratamento de águas residuais (ETAR), o estudo comparou a qualidade da água resultante de processos em grande escala, como a ultrafiltração, com água tratada adicionalmente através de um sistema piloto de ozonização e osmose inversa, ou apenas osmose inversa. Todos os esquemas de tratamento estudados produziram água adequada ao consumo humano.

EXCLUSIVO: AWARE-P vence prémio alemão e conquista novo reconhecimento internacional: É a primeira vez que é distinguido um projecto de um país que não fala alemão, entrevista de Ana Santiago (Jornalista do Jornal Água & Ambiente - Portal Ambiente Online) a Helena Alegre, 19 de Agosto de 2014

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