Pèrdues alimentàries al sector hortícola català : On és el problema i com podem gestionar-lo?

Aquest policy brief és l'adaptació d'un article científic a llenguatge accessible per als actors interessats. Ha estat elaborat pel grup de recerca Sostenipra de l'ICTA-UAB.Reduir la pèrdua d'aliments en el sector hortícola és clau per assolir objectius polítics idonar suport a la transició cap a una agricultura i uns hàbits alimentaris més sostenibles. Hem quantificat les pèrdues alimentàries en el sector hortícola català per a l'any 2020 ihem estimat el seu valor econòmic, així com els principals productes que hi contribueixen. La pèrdua anual d'aliments equival a 19 milions €, els quals deriven dels productes sensecollir evitables (61%), la classificació per qualitat (21%) i les pèrdues inevitables (17%). Es necessiten solucions a curt i llarg termini per a controlar, planificar i invertir en cultius,solucions de mercat i suport financer als productors.Reducir la pérdida de alimentos en el sector hortícola es clave para alcanzar objetivos políticos y apoyar la transición hacia una agricultura y unos hábitos alimenticios más sostenibles. Se cuantificaron las pérdidas alimentarias en el sector hortícola catalán para el año 2020 y se estimó su valor económico, así como los principales productos que contribuyen a ello. La pérdida anual de alimentos equivale a 19 millones €, que derivan de los productos sin cosechar evitables (61%), la clasificación por calidad (21%) y las pérdidas inevitables (17%). Se necesitan soluciones a corto y largo plazo para controlar, planificar e invertir en cultivos, soluciones de mercado y soporte financiero a los productores.Reducing food loss in the horticultural sector is crucial to meet policy goals and support a transition towards more sustainable agriculture and eating habits. We quantified food loss in the Catalan horticultural sector for the year 2020 and estimated its economic value and main contributing products. Annual food loss is equivalent to 19 million €, which result from avoidable unharvested products (61%), quality sorting (21%) and unavoidable losses (17%). Short and long-term solutions are needed to monitor, plan and invest in crops, market solutions and financial support for producers

Environmental performance of rainwater harvesting strategies in Mediterranean buildings

Purpose: The rapid urbanization and the constant expansion of urban areas during the last decades have locally led to increasing water shortage. Rainwater harvesting (RWH) systems have the potential to be an important contributor to urban water self-sufficiency. The goal of this study was to select an environmentally optimal RWH strategy in newly constructed residential buildings linked to rainwater demand for laundry under Mediterranean climatic conditions, without accounting for water from the mains. Methods: Different strategies were environmentally assessed for the design and use of RWH infrastructures in residential apartment blocks in Mediterranean climates. The harvested rainwater was used for laundry in all strategies. These strategies accounted for (i) tank location (i.e., tank distributed over the roof and underground tank), (ii) building height considering the number of stories (i.e., 6, 9, 12, and 15), and (iii) distribution strategy (i.e., shared laundry, supply to the nearest apartments, and distribution throughout the building). The RWH systems consisted of the catchment, storage, and distribution stages, and the structural and hydraulic calculations were based on Mediterranean conditions. The quantification of the environmental performance of each strategy (e.g., CO2eq. emissions) was performed in accordance with the life cycle assessment methodology. Results and discussion: According to the environmental assessment, the tank location and distribution strategy chosen were the most important variables in the optimization of RWH systems. Roof tank strategies present fewer impacts than their underground tank equivalents because they enhance energy and material savings, and their reinforcement requirements can be accounted for within the safety factors of the building structure without the tank. Among roof tanks and depending on the height, a distribution strategy that concentrates demand in a laundry room was the preferable option, resulting in reductions from 25 to 54 % in most of the selected impact categories compared to distribution throughout the building. Conclusions: These results may set new urban planning standards for the design and construction of buildings from the perspective of sustainable water management. In this sense, a behavioral change regarding demand should be promoted in compact, dense urban settlements.Peer ReviewedPostprint (author's final draft

Addressing the life cycle of sewers in contrasting cities through an eco-efficiency approach

This is the peer reviewed version of the following article: [Petit‐Boix, A. , Arnal, C. , Marín, D. , Josa, A. , Gabarrell, X. and Rieradevall, J. (2017), Addressing the Life Cycle of Sewers in Contrasting Cities through an Eco‐Efficiency Approach. Journal of Industrial Ecology. . doi:10.1111/jiec.12649], which has been published in final form at https://doi.org/10.1111/jiec.12649. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-ArchivingEvaluating the sustainability of the urban water cycle is not straightforward, although a variety of methods have been proposed. Given the lack of integrated data about sewers, we applied the eco-efficiency approach to two case studies located in Spain with contrasting climate, population, and urban and sewer configurations. Our goal was to determine critical variables and life cycle stages and provide results for decision making. We used life cycle assessment and life cycle costing to evaluate their environmental and economic impacts. Results showed that both cities have a similar profile, albeit their contrasting features, that is, operation and maintenance, was the main environmental issue (50% to 70% of the impacts) and pipe installation registered the greatest economic capital expenditure (70% to 75%) due to labor. The location of the wastewater treatment plant (WWTP) is an essential factor in our analysis mainly due to the topography effects (e.g., the annual pump energy was 13 times greater in Calafell). Using the eco-efficiency portfolio, we observed that sewers might be less eco-efficient than WWTPs and that we need to envision their design in the context of an integrated WWTP-sewer management to improve sewer performance. In terms of methodological approach, the bidimensional nature of eco-efficiency enables the benchmarking of product systems and might be more easily interpreted by the general public. However, there are still some constraints that should be addressed to improve communication, such as the selection of indicators discussed in the article.Peer ReviewedPostprint (author's final draft

Environmental effects of using different construction codes applied to reinforced concrete beam designs based on Model Code 2010 and Spanish Standard EHE-08

Assuming specific behavior models, the variety of design codes currently used for the design of concrete beams inevitably results in different solutions, ensuring service during the expected lifetime with a maximum functional quality and safety. However, from a sustainable design perspective, such differences may have remarkable environmental impacts. This paper analyses if the approach of the newest design code, i.e., the Model Code, leads to a reduction in resource consumption and greenhouse gas emissions (GHG) over the life cycle of concrete beams. To do so, a comparative analysis of the environmental impact of concrete beams was carried out depending on the reference code used for their design (i.e., EHE-08 or Model Code). The results show that reducing the amount of reinforcing steel is essential to minimize the life cycle environmental impacts of concrete beams. Every country may have its own design codes and, thus, the reinforcing steel use can vary for structures subjected to the same loads and with equivalent structural reliability. Hence, regulations play a key role in the sustainability of construction assets. Conclusions depend on the beam’s length (L), height (h) and characteristic compressive strength (fck). For short beams (4 m), the greater the h, the greater the reinforcement difference between the two codes. With regard to beams with L = 8 m, these differences can lead to varying steel and GHG savings, e.g., up to 5.0 % with MC-2010 (h = 0.6 m and fck = 35 MPa), almost 40 % with EHE – 08 (h = 0.6 m and 35 MPa < fck = 50 MPa) and more than 30 % with MC-2010 (h = 1.0 m).. For long beams (L = 12.0 m), steel consumption is 0.3 % to 19 % lower when the beam is designed with EHE-08, and this difference decreases as fck increases.Peer ReviewedPostprint (author's final draft

Floods and consequential life cycle assessment: integrating flood damage into the environmental assessment of stormwater Best Management Practices

Stormwater management is essential to reducing the occurrence of flooding events in urban areas and to adapting to climate change. The construction of stormwater Best Management Practices (BMPs) entails a series of life cycle environmental impacts but also implies avoided burdens, such as replacing urban infrastructure after flooding. The aim of this paper is to integrate flood damage prevention into the life cycle assessment (LCA) of BMPs for quantifying their net environmental impact (NEI) and environmental payback (EP) from a consequential LCA standpoint. As a case study, the application of a filter, swale and infiltration trench (FST) in a Brazilian neighborhood was assessed considering a high-intensity rainfall event. The potential avoided impacts were related to cars and sidewalks that were not destroyed due to flooding. In terms of CO2eq. emissions, the environmental investment related to the FST was recovered when the destruction of one car or 84 m2 of sidewalk was prevented. The NEI of the FSTs resulted in significant impact reductions (up to 700%) with respect to not accounting for the avoided products. This approach can be implemented to any type of BMP, and more accurate estimations can be made with data for different events and different types of material damage.Peer ReviewedPostprint (author's final draft

Increasing resource circularity in wastewater treatment : Environmental implications of technological upgrades

Unidad de excelencia María de Maeztu CEX2019-000940-MAcord transformatiu CRUE-CSICA paradigm shift is needed in wastewater treatment plants (WWTPs) to progress from traditional pollutant removal to resource recovery. However, whether this transformation produces overall environmental benefits will depend on the efficient and sustainable use of resources by emerging technologies. Given that many of these technologies are still being tested at the pilot scale, there is a lack of environmental assessments quantifying their impacts and benefits. In particular, an integrated approach to energy and nutrient recovery can elucidate the potential configurations for WWTPs. In this study, we conduct a life cycle assessment (LCA) of emergent wastewater treatment technologies aimed at increasing resource circularity in WWTPs. We focus on increasing energy self-sufficiency through biogas upgrades and a more radical circular approach aimed at nutrient recovery. Based on a case-study WWTP, we compare its current configuration with (1) implementing autotrophic nitrogen removal in the mainstream and deriving most of the organic matter for biogas production, which increases the quality and quantity of biogas available for energy production; (2) implementing struvite recovery through enhanced biological phosphorus removal (EBPR) as a radical approach to phosphorus management, offering an alternative to mineral fertilizer; and (3) a combination of both approaches. The results show that incremental changes in biogas production are insufficient for compensating for the environmental investment in infrastructure, although autotrophic nitrogen removal is beneficial for increasing the quality of the effluent. Combined phosphorus and energy recovery reduce the environmental impacts from the avoided use of fertilizers and phosphorus and the nitrogen release into water bodies. An integrated approach to resource management in WWTPs is thus desirable and creates new opportunities toward the implementation of circular strategies with low environmental impact in cities

Envisioning the future: creating sustainable, healthy and resilient BioCities

Numerous challenges – from population increase to climate change – threaten the sustainable development of cities and call for a fundamental change of urban development and green-blue resource management. Urban forests are vital in this transition, as they provide various ecosystem services and allow to re-shape and re-think cities. Based on a Europe-wide community effort with diverse experts centered around urban forests and urban greening, we propose five key research fields to generate the knowledge required to unlock fundamental changes in urban development and green-blue resource management: circular bioeconomy, climate resilience, governance, social and human environment, and biodiversity. To support the design of greener, cooler, more inclusive and resilient cities, all these research fields require inter- and transdisciplinary collaboration, engaging stakeholders in transforming urban engagement and functioning. We summarise main inter-, trans- und multidisciplinary research paths for each field and the cross-cutting knowledge areas that can help to address the challenges many cities face (e.g., modelling and assessment of the urban microclimate). For transforming cities further knowledge is needed on e.g., urban innovation, transition, participation, and more. Finally, we address how the identified research gaps can be implemented (e.g., international coordinated research effort, interdisciplinary networks)

Environmental assessment of sewer construction in small to medium sized cities using life cycle assessment

In a world with an increasing urban population, analysing the construction impacts of sanitation infrastructures through Life Cycle Assessment (LCA) is necessary for defining the best environmental management strategies. In this study, the environmental impacts of one linear meter of sewer constructive solution were analysed for different pipe materials and diameters used in Southern Europe; a unit of different sewer appurtenances (pump, manhole and inspection chamber) was also considered. The impacts of the pipe materials were compared considering different lifespan periods and high-density polyethylene (HDPE) turned out to be the worst option, being polyvinyl chloride (PVC) and concrete the most favourable ones. Few data are available on the material and energy flows in the installation stage; therefore, a comparative analysis of trenches with sand and concrete bedding was conducted. The results show that the installation stage represents up to 80% of the total life-cycle impact of the constructive solutions. Concrete pipes with half-concrete/half-sand bedding are the best option and produce 20-30% of the impact of HDPE pipes with concrete bedding. Hence, designers should focus not only on the pipe but also on the trench model. A methodology was presented to enable the impact aggregation of the different sewer elements, and Betanzos (Spain) was selected to conduct a pilot study in small cities. In the future, studies will need to incorporate the use and maintenance stage, as it is not standard and varies according to the physical features of the cities. Finally, this study provides basic concepts for developing eco-efficiency indicators

Assessing the energetic and environmental impacts of the operation and maintenance of spanish sewer networks from a life-cycle perspective

The final publication is available at Springer via http://dx.doi.org/10.1007/s11269-015-0958-2The environmental impacts resulting from sewer networks are best analysed from a life-cycle perspective to integrate the energy requirements into the infrastructure design. The energy requirements for pumping wastewater depend on the configuration of the city (e.g., climate, population, length of the sewer, topography, etc.). This study analyses and models the effect of such site-specific features on energy consumption and related effects in a sample of Spanish cities. The results show that the average annual energy used by sewers (6.4 kWh/capita and 0.014 kWh/m3 of water flow) must not be underestimated because they may require up to 50 % of the electricity needs of a typical treatment plant in terms of consumption per capita. In terms of Global Warming Potential, pumping results in an average of 2.3 kg CO2eq./capita. A significant positive relationship was demonstrated between the kWh consumed and the length of the sewer and between other factors such as the population and wastewater production. In addition, Atlantic cities can consume 5 times as much energy as Mediterranean or Subtropical regions. A similar trend was shown in coastal cities. Finally, a simple predictive model of the electricity consumption was presented that considers the analysed parameters.Peer ReviewedPostprint (author's final draft

Towards sustainable cities through an environmental, economic and eco-efficiency analysis of urban sanitation and drainage systems

El creixement de les ciutats arreu del món porta associat un increment en la demanda d’infraestructures de sanejament i drenatge. Combinat amb els efectes del canvi climàtic, la situació d’aquests sistemes en entorns urbans és crítica. Bona part dels sistemes de clavegueram existents requereixen una renovació urgent, d’altres han de ser construïts en zones en creixement, mentre que l’escolament superficial d’aigua pluvial esdevé una amenaça quant a inundacions degut a la impermeabilització del sòl. En aquest context, cal determinar quines són les millors pràctiques per reduir aquestes problemàtiques i al mateix temps adaptar les ciutats al canvi climàtic. En resposta a aquestes demandes, aquesta tesi estudia l’ecoeficiència dels sistemes de sanejament i drenatge urbà per determinar les millors alternatives en diferents contextos urbans. Així, es fa ús del marc de l’ecologia industrial, tot aplicant mètodes específics com l’anàlisi del cicle de vida (ACV), l’anàlisi dels costos del cicle de vida (ACCV) i l’ecoeficiència. Aquesta recerca interdisciplinària requereix mètodes addicionals, com ara estudis estadístics o anàlisis experimentals. El cicle de vida de les xarxes de clavegueram ha estat àmpliament analitzat i s’ha pogut observar que els materials de la canonada no són els únics determinants de l’impacte ambiental d’una solució constructiva per clavegueram. En alguns casos, la contribució de la rasa pot representar fins un 80% dels impactes ambientals de l’etapa constructiva, fet rellevant de cara a la presa de decisions. Mitjançant un estudi estructural paramètric s’han trobat les solucions constructives equivalents amb menor impacte ambiental. Així, reduir l’ús de formigó en les rases i reutilitzar els materials del sòl excavats pot significar una millora ambiental. Per altra banda, l’etapa d’operació mostra reptes en l’àmbit del planejament urbà. S’han comparat el municipi costaner de Calafell (Espanya, clima mediterrani) i Betanzos (Espanya, clima atlàntic). La ubicació de l’estació depuradora de Calafell a una cota més elevada que el municipi fa que el consum d’energia de bombeig (0.47 kWh/m3) sigui major que a Betanzos (0.11 kWh/m3), on l’aigua circula per gravetat. A més, s’han observat emissions gasoses al clavegueram a través de campanyes de mostreig. Principalment es van detectar majors emissions durant l’estiu associades a les elevades temperatures i en zones de turbulència del clavegueram. A més, mitjançant un estudi d’ecoeficiència, es van comparar els resultats ambientals i econòmics del cicle de vida del clavegueram i es va trobar que, independentment del clima i l’estructura urbana del municipi, l’etapa d’operació és la que genera més impactes ambientals (fins el 74% dels impactes), mentre que la instal·lació (és a dir, la rasa) contribueix als costos econòmics (70-75%). El debat de la centralització vers la descentralització de les infraestructures s’ha estudiat en un entorn insular (Menorca, Espanya) amb problemàtica turística. Ambientalment, sembla que un escenari centralitzat en què es connecta l’assentament a una depuradora de gran capacitat és beneficiós degut a les economies d’escala. Aquest escenari generaria un 12% menys impacte que descentralitzar parcialment amb fosses sèptiques o un 36% respecte a tractar el flux estacional en uns aiguamolls construïts. En general, els resultats depenen de la duració de l’època turística. En l’àmbit de la prevenció d’inundacions, s’aporta una nova visió, doncs es tracta d’un dels primers estudis que integra l’impacte ambiental i econòmic d’invertir en mesures preventives amb els danys evitats. Aquests són de gran interès per a la planificació urbana. En base a dos climes i sistemes diferents, s’han analitzat les rieres del Maresme (Catalunya) i un sistema verd implantat al Brasil. Des d’una perspectiva metodològica, els estudis d’inundacions aporten una discussió en l’àmbit de les metodologies d’ACV i en com abordar les conseqüències de les inundacions des d’un punt de vista integrador.El crecimiento de las ciudades alrededor del mundo lleva asociado un incremento en la demanda de infraestructuras de saneamiento y drenaje asociadas al ciclo del agua. Combinado con los efectos del cambio climático, la situación de estos sistemas en entornos urbanos es crítica. Buena parte de las redes de alcantarillado existentes requieren una renovación urgente, otras han de ser construidas en zonas en crecimiento, mientras que la escorrentía superficial de agua pluvial es una amenaza en cuanto a inundaciones debido a la impermeabilización del suelo. En este contexto, se debe determinar a través de una nueva visión ambiental y económica cuáles son las mejoras prácticas para reducir estas problemáticas y al mismo tiempo adaptar a las ciudades al cambio climático. En respuesta a estas demandas, esta tesis estudia la ecoeficiencia de los sistemas de saneamiento y drenaje urbano para determinar las mejores alternativas en diferentes contextos urbanos. Así, se usó el marco de la ecología industrial, aplicando métodos específicos como el análisis del ciclo de vida (ACV), el análisis de costes del ciclo de vida (ACCV) y la ecoeficiencia. Esta investigación interdisciplinaria requiere métodos adicionales, como estudios estadísticos o análisis experimentales. El ciclo de vida de las redes de alcantarillado fue ampliamente analizado y se observó que los materiales de la tubería no son los únicos determinantes del impacto ambiental de una solución constructiva. En algunos casos, la contribución de la zanja representa hasta un 80% de los impactos ambientales de la etapa constructiva, hecho relevante para la toma de decisiones. Mediante un estudio estructural paramétrico encontraron las soluciones constructivas equivalentes con menor impacto ambiental. Así, reducir el uso de hormigón en las zanjas y reutilizar los materiales del suelo excavado puede significar una mejora ambiental. Por otro lado, la etapa de operación presenta retos en el ámbito del planeamiento urbano. Se compararon el municipio costero de Calafell (España, clima mediterráneo) y Betanzos (España, clima atlántico). La ubicación de la estación depuradora de Calafell a una cota más elevada que el municipio hace que el consumo de energía de bombeo (0.47 kWh/m3) sea mayor que en Betanzos (0.11 kWh/m3), donde el agua circula por gravedad. Además, se observaron emisiones gaseosas del alcantarillado a través de campañas de muestreo. Principalmente se detectaron mayores emisiones durante el verano asociadas a las elevadas temperaturas y en zonas de turbulencia del alcantarillado. Adicionalmente, mediante un estudio de ecoeficiencia se compararon los resultados ambientales y económicos del ciclo de vida del alcantarillado y se encontró que, independientemente del clima y la estructura urbana, la etapa de operación es la que genera más impactos ambientales (hasta el 74% de los impactos), mientras que la instalación (es decir, la zanja) contribuye a los costes económicos (70-75%). El debate de la centralización frente a la descentralización de las infraestructuras se estudió en un entorno insular (Menorca, España) con problemática turística. Ambientalmente, parece que un escenario centralizado en el que se conecta el asentamiento a una depuradora de gran capacidad es beneficioso debido a las economías de escala. Este escenario generaría un 12% menos impactos que descentralizar parcialmente con fosas sépticas o un 36% respecto a tratar el flujo estacional en un humedal construido. En general, los resultados dependen de la duración de la época turística. En el ámbito de la prevención de inundaciones, se aporta una nueva visión, pues se trata de los primeros estudios que integran el impacto ambiental y económico de invertir en medidas preventivas con los daños evitados. Estos estudios son de gran interés para la planificación urbana. En base a dos climas y sistemas diferentes, se analizaron las rieras del Maresme (Catalunya) y un sistema verde implantado en Brasil. Desde una perspectiva metodológica, los estudios de inundaciones aportan una discusión en el ámbito de las metodologías de ACV y en cómo abordar las consecuencias de las inundaciones desde un punto de vista integrador.The growth of cities worldwide is associated with an increasing demand for sanitation and drainage infrastructure in the context of the water cycle. Combined with the effects of climate change, the situation of these systems in urban environments is critical. Part of the existing sewer networks require an imminent renovation, others must be constructed in developing areas, whereas stormwater runoff becomes a threat in terms of flooding because of the soil imperviousness. In this context, we must determine the best practices aimed at reducing these issues from an innovative environmental and economic viewpoint and at the same time adapt cities to climate change. In response to this demand, this dissertation assesses the eco-efficiency of urban sanitation and drainage systems to determine the best alternatives in different urban contexts. To this end, the industrial ecology framework is used by applying specific methods such as life cycle assessment (LCA), life cycle costing (LCC) and eco-efficiency. This interdisciplinary research requires additional methods, such as statistical studies or field experimental analyses. The life cycle of sewers was widely analyzed and it was observed that pipe materials are not the only factors that determine the environmental impacts of a sewer constructive solution. In some cases, the trench might contribute to 80% of the environmental impacts of the construction phase, which is a relevant issue to consider in decision-making. Through a structural parametric study, we found the equivalent constructive solutions that generate the lowest environmental impact. Reducing the use of concrete or reusing the excavated soil might entail environmental improvements. On the other hand, the operation stage is challenging in the context of urban planning. The coastal city of Calafell (Spain, Mediterranean climate) was compared with the city of Betanzos (Spain, Atlantic climate). The location of Calafell’s wastewater treatment plant at a higher elevation than the city resulted in Calafell consuming more pumping energy (0.47 kWh/m3) than Betanzos (0.11 kWh/m3), where wastewater flows gravitationally. Additionally, gas emissions were found in the sewer through sampling campaigns. The largest emissions were mainly detected during the summer due to high temperature, and in turbulent areas of the sewer. Furthermore, through an eco-efficiency assessment, the environmental and economic results of a sewer’s life cycle were compared. Regardless of climate and urban form, results show that the operation stage generates the largest environmental impacts (up to 74%), whereas the installation (i.e., the trench) mostly contributes to the economic costs (70-75%). The infrastructure centralization versus decentralization debate was studied in an insular context (Minorca, Spain) with a tourist-related issues. It seems that a centralized scenario that connects the settlement to an existing treatment plant with a large treatment capacity is environmentally beneficial due to economies of scale. This scenario entails a 12% impact reduction with respect to partial decentralization through septic tanks, or 36% reduction with respect to treating seasonal wastewater at a constructed wetland. In general, results depend on the duration of the seasonal period. In the field of flood prevention, this thesis provides a new vision, as these are the first studies that integrate the avoided impacts of damage prevention into the environmental and economic effects of investing in preventive measures. These analyses are of interest in the framework of urban planning. Based on two different climates and systems, ephemeral streams in the Maresme region (Catalonia, Spain) and a green system implemented in Brazil were assessed. From a methodological perspective, flooding analyses provide some ideas in the field of LCA methods and discuss how to deal with the consequences of flooding from an integrated viewpoint