Fernando Hermes Passig
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Fernando Hermes Passig has a total of 134 co-authors. Here are the top co-authors by number of shared publications:
- Karina Querne de Carvalho
Universidade Tecnológica Federal do Paraná
29 shared publications - André Nagalli
Universidade Tecnológica Federal do Paraná
11 shared publications - Cristiane Kreutz
Universidade Tecnológica Federal do Paraná image/svg+xml
8 shared publications - Flavio Bentes Freire
Civil Construction Academic Department, The Federal University of Technology – Paraná (UTFPR), Curitiba, Brazil
4 shared publications - Mateus Xavier de Lima
The Federal University of Technology - Paraná (UTFPR), Civil Engineering Graduate Program, Deputado Heitor de Alencar Furtado St., 5000, Ecoville, 81280-340 Curitiba, Paraná, Brazil
4 shared publications - Simone Damasceno Gomes
Universidade Estadual do Oeste do Paraná, Brazil
4 shared publications
Latest Publications
- Open Access
- 27 February 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 121
Evaluation of biochar in cementitious pastes properties
- 27 February 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 121
Open AccessEvaluation of biochar in cementitious pastes properties
- Open Access
- 28 January 2026
- Published by Elsevier in Journal of Environmental Chemical Engineering
- Vol. 14 (2)
Integrating the flooded time, multiple tides, and effluent recirculation to intensify nutrients, 17α-ethinylestradiol, and triclosan removal in a tidal flow constructed wetland treating urban stream water
- 28 January 2026
- Published by Elsevier in Journal of Environmental Chemical Engineering
- Vol. 14 (2)
Open AccessIntegrating the flooded time, multiple tides, and effluent recirculation to intensify nutrients, 17α-ethinylestradiol, and triclosan removal in a tidal flow constructed wetland treating urban stream water
- 1 January 2026
- Published by Revista DAE in Revista DAE
- Vol. 74 (253) , 01-11
Eletroflotação com ânodos de titânio e cátodos de aço inoxidável aplicada à remoção avançada de fósforo em efluente doméstico sintético
- 1 January 2026
- Published by Revista DAE in Revista DAE
- Vol. 74 (253) , 01-11
Eletroflotação com ânodos de titânio e cátodos de aço inoxidável aplicada à remoção avançada de fósforo em efluente doméstico sintético
- Open Access
- 8 July 2025
- Published by Elsevier in Desalination and Water Treatment
- Vol. 323
Composites of construction waste with niobic acid as a new eco-friendly alternative for phosphate adsorption
- 8 July 2025
- Published by Elsevier in Desalination and Water Treatment
- Vol. 323
Open AccessComposites of construction waste with niobic acid as a new eco-friendly alternative for phosphate adsorption
- 24 June 2025
- Published by Taylor & Francis in Environmental Technology
- p. 1-22
Influence of support medium height on the optimization of performance of an Upflow Anaerobic Hybrid Reactor (UAHB) treating synthetic wastewater
The support media of upflow anaerobic hybrid reactors (UAHB) facilitates the formation and retention of microbial biofilm and the contact between the influent and microorganisms. Previous studies demonstrated the importance of support media height (SMH) to organic matter removal; however, the influence of this parameter in the UAHB reactor performance under varying conditions is still a gap. The Central Composite Design (CCD) method was applied to optimize the removal of organic matter by varying the cross-sectional area and height of the reactor based on 42 studies. The modelling indicated 72-87% COD removal efficiencies with 0.007 m2 cross-sectional area and 0.75 m height, with 5.5 L total volume. Thus, three pilot-scale UAHB reactors, filled with Corrugated Polyvinyl Chloride (PVC) rings at different heights (6, 15, and 24 cm), were operated with a hydraulic retention time of 10 h, treating synthetic effluent with a COD of 490 mgO2 L-1. Unlike previous studies, this study evaluated identical UAHBs operating in parallel under controlled conditions. The UAHB reactors presented stability, buffering capacity, and neutral pH during the operation. The reactor with higher SMH (24 cm) achieved higher removal efficiencies of turbidity (90%), COD (72.6%), and TS (63%). Variations in SMH affected reactor performance, as corroborated by the negative and 'very strong' correlation for turbidity, COD, and TS and a 'moderate' correlation for fixed and volatile solids. The novelty of this study lies in its comprehensive assessment of how varying SMH affects UAHB reactor performance, guiding future advancements in its design for efficient wastewater treatment.
- 24 June 2025
- Published by Taylor & Francis in Environmental Technology
- p. 1-22
Influence of support medium height on the optimization of performance of an Upflow Anaerobic Hybrid Reactor (UAHB) treating synthetic wastewater
The support media of upflow anaerobic hybrid reactors (UAHB) facilitates the formation and retention of microbial biofilm and the contact between the influent and microorganisms. Previous studies demonstrated the importance of support media height (SMH) to organic matter removal; however, the influence of this parameter in the UAHB reactor performance under varying conditions is still a gap. The Central Composite Design (CCD) method was applied to optimize the removal of organic matter by varying the cross-sectional area and height of the reactor based on 42 studies. The modelling indicated 72-87% COD removal efficiencies with 0.007 m2 cross-sectional area and 0.75 m height, with 5.5 L total volume. Thus, three pilot-scale UAHB reactors, filled with Corrugated Polyvinyl Chloride (PVC) rings at different heights (6, 15, and 24 cm), were operated with a hydraulic retention time of 10 h, treating synthetic effluent with a COD of 490 mgO2 L-1. Unlike previous studies, this study evaluated identical UAHBs operating in parallel under controlled conditions. The UAHB reactors presented stability, buffering capacity, and neutral pH during the operation. The reactor with higher SMH (24 cm) achieved higher removal efficiencies of turbidity (90%), COD (72.6%), and TS (63%). Variations in SMH affected reactor performance, as corroborated by the negative and 'very strong' correlation for turbidity, COD, and TS and a 'moderate' correlation for fixed and volatile solids. The novelty of this study lies in its comprehensive assessment of how varying SMH affects UAHB reactor performance, guiding future advancements in its design for efficient wastewater treatment.
- Open Access
- 21 May 2025
- Published by Universidade Federal de Santa Maria in Ciência e Natura
- Vol. 47 (esp. 2) , e91482
Influence of the recirculation rate on the performance of Anerobic Aerobic Fixed Bed Reactor (AAFBR)
The objective of this research was to evaluate the influence of the recirculation rate on nutrient removal and on the hydrodynamic behavior of a fixed-bed anaerobic-aerobic reactor, operated on a bench scale, in the treatment of sanitary effluent. Different recirculation ratios (0.5, 1.0 and 1.5) were tested with a constant air flow of 10 L min-1. During the operation period, the physicochemical parameters were analyzed. Hydrodynamic tests were also carried out using pulse stimulus-response tests with the eosin Y tracer, to evaluate the hydrodynamic behavior and investigate anomalies. The 50% recirculation ratio proved to be the condition with the highest removal efficiency for total solids (83%). The 100% recirculation ratio was the most efficient for TKN (97%) and Nammon (99%). For the recirculation ratio of 150%, the highest removal efficiency was for phosphorus (33%). As for hydrodynamic behavior, according to the correlation of the theoretical uniparametric models tested, it is possible to state that the recirculation ratios of 50%, 100% and 150% presented correlation coefficients that indicate complete mixing, with good hydraulic efficiency for recirculation. of 100%. By varying these factors, it was possible to verify the influence of the recirculation ratio on the removal of nitrogen and phosphorus, as well as on the hydrodynamic behavior of the reactor.
- 21 May 2025
- Published by Universidade Federal de Santa Maria in Ciência e Natura
- Vol. 47 (esp. 2) , e91482
Open AccessInfluence of the recirculation rate on the performance of Anerobic Aerobic Fixed Bed Reactor (AAFBR)
The objective of this research was to evaluate the influence of the recirculation rate on nutrient removal and on the hydrodynamic behavior of a fixed-bed anaerobic-aerobic reactor, operated on a bench scale, in the treatment of sanitary effluent. Different recirculation ratios (0.5, 1.0 and 1.5) were tested with a constant air flow of 10 L min-1. During the operation period, the physicochemical parameters were analyzed. Hydrodynamic tests were also carried out using pulse stimulus-response tests with the eosin Y tracer, to evaluate the hydrodynamic behavior and investigate anomalies. The 50% recirculation ratio proved to be the condition with the highest removal efficiency for total solids (83%). The 100% recirculation ratio was the most efficient for TKN (97%) and Nammon (99%). For the recirculation ratio of 150%, the highest removal efficiency was for phosphorus (33%). As for hydrodynamic behavior, according to the correlation of the theoretical uniparametric models tested, it is possible to state that the recirculation ratios of 50%, 100% and 150% presented correlation coefficients that indicate complete mixing, with good hydraulic efficiency for recirculation. of 100%. By varying these factors, it was possible to verify the influence of the recirculation ratio on the removal of nitrogen and phosphorus, as well as on the hydrodynamic behavior of the reactor.
- Open Access
- 21 May 2025
- Published by Universidade Federal de Santa Maria in Ciência e Natura
- Vol. 47 (esp. 2) , e91600
Remoção de nutrientes em reatores anaeróbio-aeróbio seguido por um filtro percolador
O objetivo deste trabalho foi avaliar o desempenho de um sistema combinado utilizado na remoção de nitrogênio e fósforo, com variação do tempo de detenção hidráulica (TRH) e da taxa de recirculação (R). O sistema foi composto por três reatores sequenciais operados em série, composto por um reator anaeróbio (20 L), um reator aeróbio de leito fixo (19 L) e um filtro percolador (16 L). Foram testadas as razões de recirculação de 150, 100 e 50% e TDH de 9, 7 e 5 h, com vazão de aeração constante de 10 L min-1. Para avaliação do sistema foram analisados temperatura do líquido, pH, alcalinidade total, alcalinidade do bicarbonato, ácidos voláteis, oxigênio dissolvido, demanda química de oxigênio, nitrogênio total Kjeldahl, nitrogênio amoniacal, nitrito, nitrato e fósforo total. O sistema combinado atingiu eficiências de remoção de matéria orgânica de 99%, 98% e 98% para as taxas de recirculação de 50, 100 e 150%, respectivamente. Sob as mesmas taxas de R, as eficiências de remoção de NTK resultaram em 96, 89 e 87%, e as eficiências de remoção de PT em 78, 82 e 77%, respectivamente. Quando operado com TDH de 9, 7 e 5 h, o sistema combinado atingiu eficiências de remoção de 86, 96 e 98% para DQO, 90, 93 e 94% para NTK e 74, 89 e 95% para PT, respectivamente. A melhor condição operacional foi estabelecida experimentalmente com a taxa de recirculação de 150% e TDH de 5 h. Entretanto, após a validação experimental por DCCR (por desejabilidade), a condição operacional ótima resultou na taxa de recirculação de 123% e TDH de 5 h para eficiências de remoção de NTK e TP.
- 21 May 2025
- Published by Universidade Federal de Santa Maria in Ciência e Natura
- Vol. 47 (esp. 2) , e91600
Open AccessRemoção de nutrientes em reatores anaeróbio-aeróbio seguido por um filtro percolador
O objetivo deste trabalho foi avaliar o desempenho de um sistema combinado utilizado na remoção de nitrogênio e fósforo, com variação do tempo de detenção hidráulica (TRH) e da taxa de recirculação (R). O sistema foi composto por três reatores sequenciais operados em série, composto por um reator anaeróbio (20 L), um reator aeróbio de leito fixo (19 L) e um filtro percolador (16 L). Foram testadas as razões de recirculação de 150, 100 e 50% e TDH de 9, 7 e 5 h, com vazão de aeração constante de 10 L min-1. Para avaliação do sistema foram analisados temperatura do líquido, pH, alcalinidade total, alcalinidade do bicarbonato, ácidos voláteis, oxigênio dissolvido, demanda química de oxigênio, nitrogênio total Kjeldahl, nitrogênio amoniacal, nitrito, nitrato e fósforo total. O sistema combinado atingiu eficiências de remoção de matéria orgânica de 99%, 98% e 98% para as taxas de recirculação de 50, 100 e 150%, respectivamente. Sob as mesmas taxas de R, as eficiências de remoção de NTK resultaram em 96, 89 e 87%, e as eficiências de remoção de PT em 78, 82 e 77%, respectivamente. Quando operado com TDH de 9, 7 e 5 h, o sistema combinado atingiu eficiências de remoção de 86, 96 e 98% para DQO, 90, 93 e 94% para NTK e 74, 89 e 95% para PT, respectivamente. A melhor condição operacional foi estabelecida experimentalmente com a taxa de recirculação de 150% e TDH de 5 h. Entretanto, após a validação experimental por DCCR (por desejabilidade), a condição operacional ótima resultou na taxa de recirculação de 123% e TDH de 5 h para eficiências de remoção de NTK e TP.
- 18 December 2024
- Published by Elsevier in Chemosphere
- Vol. 370, 143941
Intensifying intermittent aeration for optimizing nutrient and hormone removal in vertical-flow constructed wetlands filled with aerated concrete
- 18 December 2024
- Published by Elsevier in Chemosphere
- Vol. 370, 143941
Intensifying intermittent aeration for optimizing nutrient and hormone removal in vertical-flow constructed wetlands filled with aerated concrete
- 9 October 2024
- Published by Elsevier in Food Chemistry
- Vol. 464 (Pt 1) , 141592
Food dye adsorption in single and ternary systems by the novel passion fruit peel biochar adsorbent
- 9 October 2024
- Published by Elsevier in Food Chemistry
- Vol. 464 (Pt 1) , 141592
Food dye adsorption in single and ternary systems by the novel passion fruit peel biochar adsorbent
- 1 November 2023
- Published by Elsevier in Chemosphere
- Vol. 346, 140531
Biodegradation and sorption of nutrients and endocrine disruptors in a novel concrete-based substrate in vertical-flow constructed wetlands
- 1 November 2023
- Published by Elsevier in Chemosphere
- Vol. 346, 140531
Biodegradation and sorption of nutrients and endocrine disruptors in a novel concrete-based substrate in vertical-flow constructed wetlands