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Plastics are alternatives to enable the distribution of industrialized products, especially food. Packaging is versatile and of great importance for the conservation of products. However, plastic packaging impacts the environment and calls for a clean technology and circular economy approach to mitigate the damage. A scientometric analysis of the relationship between plastic packaging production and the circular economy was reviewed based on the premise that research is intrinsically linked to clean technologies. VosViewer software was used to conduct the analysis, and the revision was conducted for discussion and relationship building. We concluded that there is a gap regarding the connection between the circular economy and clean technologies with plastic packaging. The development of technologies that adapt plastic packaging to the circular economy is rarely discussed. To make plastic packaging more environmentally attractive, technologies based on eco-design are necessary to achieve an alternative scenario associated with a more sustainable circular economy.

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The present study evaluated the potential for biogas generation from microalgae (MA) biomass and macrophytes used in vertical flow constructed wetlands (VFCW). The samples were obtained by separation and collection of MA after a hydraulic retention time of 14 days, frozen and taken to the laboratory, while the macrophytes of VFCW were obtained, by pruning, every 6 months. The obtained results presented reductions of 63.22% and 61.18% for COD and BOD5, respectively, and removal efficiencies of 53.91% for TP and 99.98% de N-NH3. Average biogas generation was 2322.51 NmL-gSV-1 with 54.61% CH4 (winter/2019), 4491.47 Nml-gSV-1 with 57.17% CH4 (spring/2019), 680.78 NmL-gSV-1 with 16.04% CH4 (summer/2020), and 681.0 NmL-gSV-1 with 19.86% CH4 (autumn/2020) for MA biomass and generation of biogas of 3826.70 NmL-gSV-1 with 44.26% CH4 for VFCW biomass in winter and spring/2019 and of 829.68 NmL-gSV-1 with 17.06% CH4 in summer and autumn/2020. Regarding electricity generation, the present work obtained 1.50 kWh/m3, therefore reaching similar values to other studies that used more traditional biomass sources.

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Wastewater treatment using constructed wetlands (CWs) based on natural wetlands constitute a viable alternative with excellent cost and benefit, presenting themselves as efficient technologies in the secondary and tertiary treatment of wastewaters with low implementation, operation, and maintenance costs. The present study aims to evaluate the use of bamboo species, as an alternative to macrophytes, frequently used in CWs, through bibliometric analysis, besides to a review based on case studies. The maps generated by the VOSviewer software and by the analyses of the Web of Science and Scopus databases allowed for a review of typical concepts of CWs, in addition to revealing potential benefits of using bamboos in CWs, such as their hyperaccumulation capacity and bioproduct generation. Other promising aspects were identified, for example the use of bamboo charcoal as a substrate used in subsurface wetlands and the application of ornamental bamboo species for landscape improvements, among other observations. The efficiencies found in six case studies showed values between 89-99.7%, 47.6-99.7%, 58.3-99.9%, and 85.5-99.8% for BOD5, COD, total nitrogen (TN), and total phosphorus (TP), respectively. Despite the promising results, the lack of studies using bamboos in CWs for the treatment of wastewaters limits an assertive statement about the use of this technology, requiring further research, focusing on the morphological functions of bamboos in this treatment with landscape integration and resources recovery.

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This study evaluated the performance of urban wastewater treatment in pilot-plant by an integrated system consisting of anaerobic reactor, microalgae cultivation, Venturi tube ozone recirculation, coagulation/flocculation with tannin-based agent natural coagulant, and dissolved air flotation (DAF). Ozone concentrations (without ozone, 0.13 and 0.25 mg O3/mg of biomass) and tannin dosages (65, 85 and 105 mg/L) were evaluated regarding microalgae separation and their influences on wastewater treatment performance. During the experiments, it was verified that the treatment efficiency increased when ozone was applied and with higher tannin dosages. The best results were found with 0.13 mg O3/mg of biomass and 105 mg/L of tannin, obtaining excellent removal of turbidity removal (99.4%), apparent colour at 420 nm (94.5%), TN (83.2%), N-NH3 (100%), TOC (86.8%), BOD5 (86.5%) and COD (100%), 47.6% reduction in electric conductivity, 46.1% in TDS, 66.4% TP removal for the integrated system and 84% microalgae biomass recovery were obtained. Our results showed that the system proved to be a viable alternative for the treatment of urban wastewater and the recovery of microalgae through the insertion of ozone via Venturi tube combined with tannin-based agent.

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Traditional methodologies of conventional drinking water treatment are unable to remove some chemical compounds, such as those that cause odor and taste in drinking water. The present work aims to evaluate the efficiency of advanced oxidations processes, using UV radiation, O3 and O3 + UV in the degradation of geosmin (GSM) and 2-methylisoborneol (2-MIB) in synthetic samples. The efficiency of the processes was monitored by Gas Chromatography coupled with Mass Spectrometry using solid phase microextration technique. Experiments were carried out for 45 min with samplings every 15 min. The degradation results showed that UV radiation alone was not efficient for the degradation of both compounds. The fasted decay was observed by the combined use of O3 and UV with an ozone concentration of 15.84 mg L-1. Under these conditions, the final concentration of GSM was below the limit of quantification, so that approximately 99% of the initial concentration was degraded, while 2-MIB was degraded by 95%. With the same O3 concentration without the use of UV radiation, 63% and 65.7% of MIB and GSM, respectively, were removed. Higher efficiency of the treatment was observed with a higher O3 concentration which allows a shorter reaction time.

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Tobacco is the most widespread non-food crop in the world. In Brazil, tobacco cultivation is one of the main commodities of the southern region. However, its production is associated with environmental impacts and risks to human health, which have yet to be quantified. This paper uses midpoint and endpoint life cycle assessment (LCA) to analyze the potential environmental damage and human health risk associated with agricultural production of conventional Virginia (CV), organic Virginia (OV), and Burley (BU) tobacco varieties. Organic tobacco production substitutes synthetic fertilizers and pesticides with organic compounds in the cropping stage. The results show that for one ton of dried tobacco, BU, CV, and OV emit 1,610, 1,426, and 1,091 kg CO2 eq, respectively. For organic production, greater impacts are linked to the land use (LU) impact category. The endpoint results showed that OV production resulted in a higher potential for human and environmental damage than BU and CV. The drying of green OV and CV tobacco requires the burning of firewood, which emits high levels of particulate matter and is associated with human health (HH) damage. Overall, the HH damage category accounts for 68%, 82%, and 78% of the total score points associated with the production of BU, CV, and OV.

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Water contamination by discharge of untreated or poorly treated wastewater into water bodies is a current issue that may cause harm to humans. Water quality assessment targets general parameters, which often misleads to underestimation of their implication in the environment. Acute and genotoxicity assays using Daphnia magna is a reliable tool for testing deleterious effects of wastewater exposure. This paper aimed at evaluating acute ecotoxicity as well as genotoxicity of a biological treatment system composed by an anaerobic bioreactor (AR), algal turf scrubber (ATS), followed by two downflow constructed wetlands (CW). The university's wastewater treatment plant (WWTP) composed by an equalization tank (ET), an upflow anaerobic sludge blanket (UASB), followed by an aerobic bioreactor (AB) was also assessed for acute and genotoxicity. Our results showed the acute ecotoxicity ranged from moderately to extremely toxic, and from nontoxic to moderately toxic for ET and AB. For AR, most samples were moderately toxic. The outflow from ATS and CW's tanks completely eliminated acute toxicity and genotoxicity evidencing that the proposed system combining ATS and vertical CWs is suitable for treating sanitary wastewater.

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The research developed a combined system in batch flow and in pilot scale for the treatment and reuse of urban effluents. The system was fed raw effluent from a university campus in Brazil and composed of four anaerobic reactors, three constructed wetlands (CWs) and an ozonation unit. The three sequential hybrid constructed wetlands were composed of a floating treatment wetland, an aerobic-anoxic baffled constructed wetland (CW) and a saturated vertifcal flow CW. Later, during the last trimester, weekly samples of the treated effluent were ozonated by bubbling with an application rate of 240 mg.h-1 O3. The system presented high removal rates efficiencies in terms of carbonaceous organic matter (78.9%), nitrogen (91.0%), color (96.7%) and turbidity (99.1%). In addition, it worked well for disinfection and acute ecotoxicity, but P was only efficiently (75%) removed in the first 8 months, with removing efficiency declining after this period. Ozonation provided significant color removal and an increased pH. The combination of floating, alternated upflow and downflow and saturated vertical flows improved the treatment of wastewater. This was due to the presence of both aerobic and anaerobic zones, as well as the filter substrate, through an integrated system with simple construction and operation and increased lifespan.

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RESUMO O sistema integrado com microalgas (MA) e wetland construído de fluxo vertical (wetland construído pós-microalgas - WCPMA) foi aplicado para a realização de ensaios de tratamento de efluentes no campus da Universidade de Santa Cruz do Sul, no Rio Grande do Sul (UNISC-RS). Águas negras e amarelas foram alimentadas para esse sistema em regime de batelada a partir de um tanque equalizador da estação de tratamento de efluentes da universidade, considerando tempo de detenção hidráulica (TDH) de três dias para cada unidade do sistema integrado. O comparativo de desempenho foi feito com unidades também envolvendo a sequência de tanque de armazenamento de efluentes (TAE) + sistema de controle (C), somente com suporte de areia e brita, em triplo estágio, bem como wetlands construídos de fluxo vertical, também em triplo estágio. O abastecimento utilizou fatores de carga em termos de demanda química de oxigênio (DQO) de 2,4±0,9 g m-1dia-1 para o TAE e de 26,7±11,2 g m-1dia-1 para as unidades de wetlands construídos, de MA+WCPMA e de C (sem o cultivo da Hymenachne grumosa). Em relação à unidade TAE+MA+WCPMA, as reduções dos parâmetros de cargas poluentes foram mais significativas em termos de demanda bioquímica de oxigênio (DBO5) (58%), fósforo total (63%) e, principalmente, nitrogênio amoniacal no sistema integrado, com redução de 100%. Em termos de toxicidade aguda com Daphnia magna, a detoxificação foi efetiva, com variações de valores de EC50 de 58 a 100%. O estudo obteve resultados expressivos que indicam que o sistema MA+WCPMA é uma alternativa promissora no tratamento de águas residuárias para unidades geradoras descentralizadas, possibilitando maior redução da ação eutrofizante.

ABSTRACT The application of integrated systems with microalgae (MA) and Vertical Flow Constructed Wetland Post Microalgae (CWPMA) was performed for campus wastewater treatment assays located in Santa Cruz do Sul (UNISC-RS). Black and yellow waters were fed to systems in batch regime from equalizer university wastewater treatment plant tank, considering hydraulic detention time (HDT) of three days for each unity of the integrated system (MA+CWPMA). The comparison of performances was also made with units involving storage tank wastewater (STW)+Control System (C), only supported with sand and gravel in triple stage, as well as CWs, also triple stage. The supply used load factors in terms of COD 2.4±0.9g m-1 day-1 (for STW) and 26.7±11.2 COD m-1day-1 for the units of CWs; MA+CWPMA and Control (without the cultivation of Hymenachne grumosa). Reductions of the parameters of pollution loads were more significant in terms of BOD5 (58%), total phosphorous (63%) and especially in terms of ammonia nitrogen in integrated STW+MA+CWPMA, with a reduction of 100%. In terms of acute toxicity with Daphnia magna, detoxification was effective, with EC50 values ranging from 58 to 100%. The study developed obtained significant results that indicate this is a promising alternative in the treatment of wastewater for decentralized generating units, allowing greater reduction in eutrophic action.

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Water shortage is a current problem faced by many regions. The deterioration of water bodies driven by the directly discard of untreated wastewater worsens the water shortage and implies in more costly treatments to meet local standards for water quality. In rural areas, the problem is even worse, once conventional centralized treatment plants do not encompass them. Decentralized treatment systems must present low-cost, local availability, standards-meeting efficiency, and simplified operation. The present study examines the combined use of algae turf scrubber and down-flow vertical constructed wetlands for a University's sanitary wastewater treatment. After a hydraulic detention time of 21 days, the unit was able to reach 49%, 48%, 98%, 82%, 99.2%, 70.1%, 44%, 83%, 72%, 86%, 69%, 95%, and 99.9% for conductivity, total soluble solids, turbidity, apparent color, N-NH3, total nitrogen, P-soluble, total carbon, chemical oxygen demand, inorganic carbon, TOC, Escherichia coli, and total coliforms. In accord to the Brazilian standard ABNT 13969/97, the treated effluent is eligible for reuse in floor and sidewalks washing, garden irrigation, and landscaping purposes.

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The present study investigated the performance of an integrated system, combining the sequential use of microalgae (MA) and vertical flow constructed wetland (VFCW) for the treatment of wastewaters produced at a university campus. Ecotoxicity and phytotoxicity assays were performed using respectively Daphnia magna and Lactuca sativa, whereas the genotoxicity of the wastewaters was assessed by using D. magna and Allium cepa. The results revealed that the major environmental impacts of the studied wastewaters are associated with the high eutrophication potential, due to high N-NH3 (68.8 ± 25.7 mg L-1), total P (7.71 ± 2.5 mg L-1), and BOD5 (526.4 ± 177 mg L-1) values, pathogenic load, and genototoxicity (p < 0.0001). The results also showed that the integrated system (MA + VFCW) was not able to satisfactory reduce the total p values (only 4%). Nevertheless, the MA + VFCW system achieved very promising results for the nitrogen removal, with emphasis on N-NH3 removal (100%) and the highest BOD5 removal (57%). Neither the raw wastewaters nor the treated wastewaters were phytotoxic. The integrated system completely eliminated the ecotoxicity (100%) and genotoxicity (n.s.) of the raw wastewater and showed decontamination potential. Thus, the integrated system emerges as an innovative environmental technology and, with minor adjustments, might be efficiently used in large scale and eventually replace conventional wastewater treatment systems.

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The present research investigated the treatment of hospital laundry wastewaters by the combined use of photochemical VUV and UVC reactors. Seven different configurations were tested and the performances of each of them were evaluated based on the removal of the load parameters, detoxification and life cycle assessment (LCA). The characterization of studied wastewaters included analysis of the following parameters: COD, BOD5, TKN, total P, pH, turbidity and conductivity. Acute ecotoxicity was evaluated using Daphnia magna. Ultraviolet-Visible (UV-Vis) spectroscopy was performed to determine the organic fraction and chromatography coupled to the mass spectrometer (GC-MS) was used for the qualitative characterization of priority pollutants. Characterization parameters showed the presence of drugs like lidocaine and dipyrone and a high organic load with a poor biodegradability. Wastewaters presented an extreme acute toxicity against D. magna (EC50 6.7%). The ozonation process (mainly generated by the VUV reactor) obtained the best results concerning the ratio between the consumed energy and the removed COD and the UVC process presented the lowest environmental impacts for the characterization and normalization parameters of the LCA. Normalization revealed that the highest environmental burdens were associated with human toxicity, ecotoxicity and eutrophication of surface waters as well as to the use of non-renewable resources. VUV/UVC/O3 process presented the best results considering detoxification (EC50 100%).

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A preocupação das empresas com o meio ambiente e com o futuro das novas gerações impulsiona ações voltadas para o gerenciamento dos recursos e incentiva a busca por ações preventivas em relação aos aspectos ambientais (por meio da minimização de impactos associados à redução de custo e da otimização de processos). Existe uma tendência no mercado mundial para a obtenção de produtos sustentáveis, oriundos de processos produtivos voltados para a redução de desperdícios e a não geração de resíduos poluentes. Dentro desse contexto, a produção mais limpa (P+L) surge como uma ferramenta completa em que simples ajustes no modo de gerir as empresas permitem a redução da emissão/geração de resíduos. Partindo desse princípio, analisou-se o impacto ambiental do processo de produção de uma empresa fabricante de conjuntos de chuva localizada no Rio Grande do Sul por intermédio de uma Matriz de Leopold adaptada. Como resultado, elaborou-se uma proposta de P+L voltada às práticas de ecodesign e logística reversa. Por meio de quatro etapas, o programa de P+L proposto atingiu seus objetivos de forma ágil, desburocratizada e com baixos custos.

A business concern with the environment and the future of the new generations drives actions for the management of resources and the search for preventive measures in relation to environmental aspects (by minimizing impacts associated cost reduction and process optimization). There is a trend in the world market to achieve sustainable, derived products production processes aimed at reducing waste and non-waste generation pollutants. Within this context, the cleaner production (CP) comes as a complete tool where simple adjustments in the way we manage the business allows the reduction of emission/waste generation. Based on this principle, we analyzed the environmental impact of the production of a manufacturer of sets of rain located in Rio Grande do Sul through a Leopold Matrix adapted process. As a result, we prepared a proposal for cleaner production practices geared ecodesign and reverse logistics. Through four stages, the proposed program CP reached its goals of agile, less bureaucratic and with low costs.

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The aim of the present study was to assess the ecotoxicity and genotoxicity of hospital laundry wastewaters generated from a regional hospital located in Rio Pardo Valley in the state of Rio Grande do Sul, Brazil. Physicochemical, microbiological, ecotoxicological, and genotoxic analyses were performed, and the results indicate that some parameters were not in accordance with the limit concentrations established by Brazilian and international guidelines for urban wastewaters. Daphnia magna (EC50 2.01%) and Danio rerio (LC50 29.25%) acute toxicity was detected, and sublethal effects were identified in Lactuca sativa (IC25 12.50%) and Allium cepa (IC25 51.25%). Cytotoxicity was observed at the five wastewater concentrations used yielding statistically significant differences (p < 0.05) in the meristematic cells of A. cepa compared with the negative control. The results obtained here warn about the necessity to develop treatment methods that can mitigate the environmental impacts caused by the ecotoxicity and genotoxicity of hospital laundry wastewaters.

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O Rio Grande do Sul apresenta uma média de precipitações entre 1200 e 2400 mm de chuvas por ano. No entanto, as mudanças climáticas estão concentrando essas chuvas nas regiões sul e leste do estado. Como consequência, desde os últimos 10 anos há situações de extremo stress hídrico para abastecimento de água com potabilidade nas regiões oeste e norte. Entretanto, essas regiões mantêm níveis de umidade relativa mínima superiores a 60%. Assim sendo, esta pesquisa investigou o uso do sistema Peltier em configuração compacta com fotodesinfecção para obtenção de água potável. O módulo foi formado por uma caixa de poliestireno expandido, pastilha Peltier, dissipadores de alumínio, ventilador, reservatório plástico e funil. A unidade de armazenamento de água foi composta por tubo de quartzo (60×700 mm) com passagem de raios UV (lâmpada germicida de 8 W) e bomba hidráulica responsável pela retirada de toda a água do sistema de armazenamento. A condensação induzida, com umidade relativa de 80%, gerou até 2,6 L.m−2.h−1 e o consumo energético ficou em torno de 7,92 kWh para cada litro de água coletada.

The state of Rio Grande do Sul, Brazil, has an average rainfall between 1200-2400 mm per year. However, climate change is concentrating these rains in the south and east of the state. As a consequence, since the last 10 years there are situations of extreme water stress for water potability in the western and northern regions. However, these regions maintain minimum relative humidity levels above 60%. Therefore, this study investigated the use of Peltier system in compact configuration with photo disinfection to obtain drinking water. The module consisted of a box of expanded polystyrene, Peltier chip, aluminum heatsinks, fans, plastic container and funnel. The storage unit was comprised of a water quartz tube (60×700 mm) with the passage of UV radiation (germicidal lamp of 8 W) and the hydraulic pump responsible for removal of all water from the storage system. The condensation induced with relative humidity of 80% generated up to 2.6 L.m−2.h−1 and the energy consumption was about 7.92 kWh per liter of water collected.

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In this paper, we assessed aqueous solutions of glutaraldehyde (GA), a chemical used for the disinfection of hospital materials, using advanced oxidative processes, O3, and UV, and the combination of the latter two. Assays with different ozone concentrations at distinct pH levels were conducted to determine the best treatment process. GA concentrations before and after each treatment were measured by spectrophotometry. The best treatment was that which combined O3 and UV, yielding a degradation of 72.0-75.0% in relation to the initial concentration with pH between 4 and 9. Kinetics demonstrated that GA degradation is not dependent on pH, as there was a first-order reaction with a rate constant of k = 0.0180 min(-1) for initial pH 9 and of k = 0.0179 min(-1) for initial pH 7, that is, the values are virtually the same. Secondary wastewater samples were also analysed using the septic tank/filter system of a regional hospital in Vale do Rio Pardo, state of Rio Grande do Sul, southern Brazil. In this case, the characteristics of the wastewater were described and, after treatment, a GA degradation rate of 23.3% was noted, with reductions of 75% for chemical oxygen demand, 81% for biochemical oxygen demand, 68% for turbidity, 70% for surfactants and total disinfection in terms of thermotolerant coliforms.

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