Energy recovery by anaerobic digestion of algal biomass from integrated microalgae/constructed wetland wastewater treatment.

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.

Toxicity evaluation of hospital laundry wastewaters treated by microbial fuel cells and constructed wetlands.

Hospital laundries generate high wastewater volumes with the presence of several contaminants. Nevertheless, few studies have investigated the toxicity of these effluents and looked for treatment alternatives that might reduce this eventual toxicity. So, the present study assessed the performance of an integrated system combining a microbial fuel cell (MBFC) and a constructed wetland (CW) to reduce toxic effects of wastewaters generated at a hospital laundry. After collection, raw effluents remained 7 days at the first unit (MBFC) of integrated system. Afterward, they were transferred to the second unit (CW) unit where remained more 7 days totaling a hydraulic detention time of 14 days. The toxicity evaluation involved three different organisms: Daphnia magna (acute ecotoxicity), Lactuca sativa (phytotoxicity) and Allium cepa (phytotoxicity, cytotoxicity, mutagenicity, and genotoxicity). Got results revealed an extremely acute ecotoxicity against D. magna, high phytotoxic effects in the L. sativa and A. cepa assays, and genotoxicity in the A. cepa assay for the untreated effluents. Furthermore, no significant incidence of micronuclei was observed in the raw wastewaters. Regarding the treatment, after the first stage, it was possible to verify that MBFC reduced the toxicity of the wastewaters only in some tested assays (endpoints) while after the CW (second stage) the effluents presented a complete absence of toxicity of the investigated bioassays. Therefore, the use of the integrated system combining two environmentally friendly technologies can be considered promising, since both MBFC and CW presented a complimentary effect with excellent results regarding the reduction of the overall toxicity of hospital laundry wastewaters.

Biomonitoring of urban wastewaters treated by an integrated system combining microalgae and constructed wetlands.

The objectives of the present study were to apply different, toxicological assays for monitoring the toxicity of treated and untreated urban effluents produced at a university campus. The research was conducted at the wastewater treatment plant of the University of Santa Cruz do Sul, (UNISC), from october 2018 to april 2019. An integrated system with, anaerobic reactor (AR), microalgae (MA) and constructed wetlands (CWs) was, proposed for detoxification of the wastewaters produced at the university campus with a hydraulic detention time of 17 days. Daphnia, magna (ecotoxicity) and Allium cepa (phytotoxicity, cytotoxicity, and, genotoxicity) were used as tools to monitor the efficiency of the integrated system. Obtained results showed that the integrated system (MA, + CWs) presented good COD and BOD5 reductions, besides removal rates of, almost 98% for N-NH3, being much more efficient than the UNISC wastewater, treatment plant (UWTTP). The results of ecotoxicity presented the raw wastewaters (RW) as slightly toxic and an absence of ecotoxicity in all the treatments steps. Regarding phytotoxicity, the results showed no significant differences between the treatments. The cytogenetic assays indicated a significant increase in mitotic index (MI) (p < 0.001) after treatment by CWs compared to the final treatment UWTTP while the results, regarding binucleated cells (BNC) did not present significant differences, among the treatments. Micronucleus (MN) indexes were significantly different between the UWWPT and the integrated system (p < 0.01). In relation to chromosome aberrations (CA) the results indicate a significant difference between the CWs and UWWTP treatments (p < 0.01) and, RW and CWs (p < 0.001), confirming the detoxifying potential of the integrated system when compared to UWWPT. Thus, the results of the present research highlight the relevance in the proposition of the integrated system as an alternative of cleaner technology to the detriment of conventional technologies applied in wastewater treatment.

Sistema integrado com microalgas e wetland construído de fluxo vertical no tratamento de efluentes urbanos / Integrated system with microalgae and constructed wetland in vertical flow for urban wastewater treatment

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.

Performance of an integrated system combining microalgae and vertical flow constructed wetlands for urban wastewater treatment.

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.