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    <title>TEDE Collection:</title>
    <link>https://tede.unioeste.br/handle/tede/526</link>
    <description />
    <pubDate>Tue, 03 Feb 2026 19:52:36 GMT</pubDate>
    <dc:date>2026-02-03T19:52:36Z</dc:date>
    <item>
      <title>Codigestão anaeróbia de lixiviado de aterro sanitário com  lodo flotado de agroindústria para produção de biogás</title>
      <link>https://tede.unioeste.br/handle/tede/8181</link>
      <description>Title: Codigestão anaeróbia de lixiviado de aterro sanitário com  lodo flotado de agroindústria para produção de biogás
Autor: Dechechi, Fernanda Gomes
Primeiro orientador: Gotardo, Jackeline Tatiane
Abstract: Sanitary landfill leachate, commonly known as “leachate”, exhibits high diversity and &#xD;
complexity in its pollutant load, making it difficult to apply a single treatment method. To prevent &#xD;
environmental impacts associated with its discharge into water bodies or soil, leachate must &#xD;
undergo complete treatment. In turn, centrifuged floated sludge, an effluent generated in agro industrial wastewater treatment, poses the challenge of being produced in large volumes, &#xD;
resulting in significant costs for disposal and transport to licensed facilities. Due to these &#xD;
characteristics, both effluents motivated the investigation of anaerobic co-digestion for biogas &#xD;
production, fostering the development of sustainable alternatives for treatment and clean &#xD;
energy generation. The objective of this study was to assess the efficiency of organic matter &#xD;
removal and biogas production from sanitary landfill leachate co-digested with centrifuged &#xD;
floated sludge from an agro-industrial complex in batch reactors, aiming at energy recovery. &#xD;
The research was divided into three phases: Phase 1: batch reactor using the Ritter &#xD;
fermentation system; Phase 2: batch reactor in BOD bottles; and Phase 3: batch reactor in a &#xD;
shaker. In all phases, the residues were collected and their physicochemical characteristics &#xD;
analyzed, as well as the mixtures of each reactor before incubation and at the end of the &#xD;
predetermined period. An experimental design was developed for Phases 1 and 2. Eleven &#xD;
reactors were incubated at 37ºC for approximately 60 days or until accumulated biogas &#xD;
production fell below 1%. The pH was adjusted before incubation, according to the central &#xD;
composite rotational design (CCRD), along with the proportions of the studied residues. &#xD;
Statistical analyses were applied to the results, and in Phase 2 it was possible to optimize the &#xD;
model. To validate the optimal point, the parameters obtained were applied to batch reactors &#xD;
operated on a shaker (Phase 3). Phase 1 showed that the test reactor containing centrifuged &#xD;
floated sludge performed better than the reactor with non-centrifuged floated sludge for the &#xD;
response variable (COD removal). Thus, centrifuged floated sludge was selected as the &#xD;
essential co-substrate for the experimental design in Phase 2. In Phase 2, among all reactors &#xD;
in the experimental design, Reactor 6 achieved the highest COD removal (73.73% for &#xD;
centrifuged COD and 84.38% for filtered COD), operating with 95% leachate and pH 7.5. For &#xD;
methane production, the central points of the design showed the highest values, approximately &#xD;
7.5 L CH₄/L reactor, with parameters of 97.5% leachate and pH 7.5. The reactor containing &#xD;
only leachate (Reactor 5) and the test reactors with only centrifuged floated sludge or distilled &#xD;
water (Reactors 19 and 20) did not show significant results, confirming the advantage of co digestion over mono-digestion. Model optimization indicated 96.3% landfill leachate and pH &#xD;
7.7 as the optimal independent variables, predicting 6.76 L CH₄/L reactor. After operating the &#xD;
Phase 3 reactor, methane production exceeded expectations, reaching 10.01 L CH₄/L reactor. &#xD;
In conclusion, the co-digestion of sanitary landfill leachate with centrifuged floated sludge from &#xD;
poultry processing contributes to advances in clean and renewable energy research, &#xD;
supporting energy autonomy through biogas production. Finally, for real-scale application, &#xD;
obtaining seasonal operational data from a pilot-scale reactor is recommended to generate a &#xD;
robust database and increase confidence in system design
Publisher: Universidade Estadual do Oeste do Paraná
Tipo do documento: Dissertação</description>
      <pubDate>Mon, 25 Aug 2025 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">https://tede.unioeste.br/handle/tede/8181</guid>
      <dc:date>2025-08-25T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Validação de sistemas de bombeamento fotovoltaico autônomo e  direto na irrigação</title>
      <link>https://tede.unioeste.br/handle/tede/8149</link>
      <description>Title: Validação de sistemas de bombeamento fotovoltaico autônomo e  direto na irrigação
Autor: Cossich, Vinícius
Primeiro orientador: Boas, Marcio Antonio Vilas
Abstract: The limited electrical grid infrastructure and high fuel costs hinder irrigation pumping, &#xD;
particularly in remote areas. Photovoltaic (PV) water pumping emerges as a promising &#xD;
alternative because it converts solar energy into electricity to power pumps. This research &#xD;
proposes a methodology for recommending the most suitable operational strategy for PV &#xD;
pumping systems directly coupled to drip irrigation. The study evaluates different types of solar &#xD;
pumping equipment and technologies by analyzing performance, optimal sizing, and efficiency &#xD;
improvements. The first article details the validation methodology based on measurements of &#xD;
the pump’s electrical parameters, hydraulic performance, and irrigation uniformity. The second &#xD;
article applies the methodology to compare two PV pumping projects using distinct pumping &#xD;
technologies. The results demonstrate that employing a DC converter increases hydraulic &#xD;
efficiency, operational flexibility, and reliability, and that a pump can still be considered viable &#xD;
for irrigation even when its efficiency does not exceed 30%. Based on the comparison of pump &#xD;
technologies, the methodology indicates that the diaphragm pump is more suitable than the &#xD;
centrifugal pump for drip irrigation with autonomous and directly coupled PV pumping.
Publisher: Universidade Estadual do Oeste do Paraná
Tipo do documento: Dissertação</description>
      <pubDate>Fri, 08 Aug 2025 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">https://tede.unioeste.br/handle/tede/8149</guid>
      <dc:date>2025-08-08T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Produção de hidrogênio via lactato obtido a partir da  cofermentação de água residuária de fecularia de mandioca e glicerol</title>
      <link>https://tede.unioeste.br/handle/tede/8120</link>
      <description>Title: Produção de hidrogênio via lactato obtido a partir da  cofermentação de água residuária de fecularia de mandioca e glicerol
Autor: Baioco , Rafaela Adam
Primeiro orientador: Gomes, Simone Damasceno
Abstract: The rising demand for sustainable energy sources is increasing interest in the biological &#xD;
production of hydrogen, which is a clean and efficient alternative to traditional energy sources. &#xD;
This study explored the possibility of producing bioH2 using a medium rich in lactic acid as a &#xD;
substrate, obtained from the co-fermentation of cassava starch factory wastewater (CSW) and &#xD;
glycerol. The process was divided into two stages: (i) producing lactic acid-rich fermentate &#xD;
(FLa) in an anaerobic sequential batch reactor (ASBR) from co-fermentation of CSW and &#xD;
glycerol (1.5% v/v), and (ii) converting FLa to bioH2 in a continuous multi-tube reactor (CMTR). &#xD;
The CMTR was tested with three increasing volumetric organic loads (VOL): 48, 72, and 96 g &#xD;
COD L⁻¹ d⁻¹. Results showed that the lactic fermentation stage produced a uniform substrate &#xD;
high in lactic acid (41%) and glycerin (52%). In the CMTR, the highest volumetric hydrogen &#xD;
production rates (VHP = 1,960.3 mL H₂ L⁻¹ d⁻¹) and biogas flow rates (BGF = 9,360.9 mL d⁻¹) &#xD;
occurred with the highest VOC applied. Conversely, the highest hydrogen yield (HY = 14.1 &#xD;
mmol H₂ g COD⁻¹) and the greatest conversion of lactic acid (95%) and glycerol (65%) &#xD;
occurred at intermediate COV levels. Soluble metabolite analysis suggested the predominance &#xD;
of the butyric pathway in the E2 test, associated with better stability and less formation of &#xD;
compounds like ethanol and propionic acid that divert carbon and decrease H₂ production. &#xD;
Although the acetic pathway is more efficient for hydrogen generation, the butyric pathway &#xD;
tends to be favored in real systems due to its greater operational stability. It is concluded that &#xD;
combining CSW co-fermentation with glycerol and prior lactic acid production, followed by &#xD;
application in CMTR for H2 generation, is a promising strategy for valorizing agro-industrial &#xD;
waste and sustainably producing bioH2.
Publisher: Universidade Estadual do Oeste do Paraná
Tipo do documento: Dissertação</description>
      <pubDate>Fri, 01 Aug 2025 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">https://tede.unioeste.br/handle/tede/8120</guid>
      <dc:date>2025-08-01T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Potencial de geração de metano via codigestão anaeróbia de lixiviado de aterro sanitário e efluentes do tratamento de esgoto sanitário.</title>
      <link>https://tede.unioeste.br/handle/tede/7913</link>
      <description>Title: Potencial de geração de metano via codigestão anaeróbia de lixiviado de aterro sanitário e efluentes do tratamento de esgoto sanitário.
Autor: Marques, Leonardo Guimarães
Primeiro orientador: Gotardo, Jackeline Tatiane
Abstract: The sustainable management of urban effluents, including activated sludge and scum from&#xD;
sanitary sewage treatment, as well as landfill leachate, is crucial for minimizing environmental&#xD;
impacts and harnessing energy resources. This study investigated the anaerobic co-digestion&#xD;
of these wastes, aiming to maximize methane (CH₄) yield and minimize pollution potential.&#xD;
These co-substrates were selected based on a literature review, which suggested that a&#xD;
ternary mixture could yield satisfactory results. Furthermore, this choice is justified by the fact&#xD;
that these effluents are found in landfills, either as a source (leachate) or as a destination&#xD;
(residual activated sludge and scum), pointing to a logistical benefit in the availability of these&#xD;
materials. The research was structured in two phases: (1) Biochemical Methane Potential&#xD;
(BMP) tests with a simplex-centroid experimental design (12 mixtures), analyzing volumetric&#xD;
proportions of leachate (LEA), residual activated sludge (RAS), and scum (S), and (2)&#xD;
operation of an anaerobic fixed-bed reactor (AFBR) with upward flow, subjected to hydraulic&#xD;
detention times (HDT: 15–45 h) and volumetric organic loads (VOC: 11.58–43.04 g COD/L.d).&#xD;
In the BMP, the mixture relative to the center point of the design (33.33% LEA-RAS-S)&#xD;
presented the highest CH₄ yield (435.4 ± 13.2 mL/g VS) and the best synergistic effect,&#xD;
evaluated by the Co-digestion Impact Factor (CIF), which relates the PBM yield to the yield&#xD;
weighted by the proportions of the substrates based on the results of the mono-digestion&#xD;
yields, with CIF = 1.7 ± 0.1. LEA mono-digestion did not generate CH₄ due to the recalcitrance&#xD;
of the constituent organic matter, attributed to the low biodegradability of the material. Soluble&#xD;
COD removal reached 74.88% in mixtures with 66.66% ESC, highlighting the contribution of&#xD;
biodegradable organic matter from the scum. Based on the PBM results, the desirability&#xD;
analysis recommended an optimized mixture in terms of CH4 yield and soluble chemical&#xD;
oxygen demand (COD) removal of 25.37% LEA, 36.37% RAS, and 38.26% S. In the AFBR,&#xD;
the condition with an HDT of 30 h and a VOC of 21.21 g COD/L.d was the most optimized,&#xD;
with a productivity of 0.77 ± 0.23 L CH₄/L.d, an average CH₄ content of 80.6%, and a removal&#xD;
of 44.2% of the total COD. The AFBR remained stable in its biochemical functions throughout&#xD;
the experiment, as indicated by the IA/PA ratio of 0.3–0.4 and the VFA/TA ratio of 0.1–0.35,&#xD;
as well as the accumulation of volatile organic acids in the vertical profile of the reactor.&#xD;
However, operational challenges were encountered, such as biomass clogging and washing,&#xD;
which reduced efficiency due to physical parameters, requiring interventions to optimize&#xD;
biomass retention. It is concluded that anaerobic co-digestion is technically feasible for&#xD;
integrating waste already available in landfills. For future studies, we recommend validating&#xD;
the optimized mixture in the MBT, performing metagenomic analysis of the microbial&#xD;
consortium, and better evaluating the type of reactor for system operation.
Publisher: Universidade Estadual do Oeste do Paraná
Tipo do documento: Dissertação</description>
      <pubDate>Wed, 12 Mar 2025 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">https://tede.unioeste.br/handle/tede/7913</guid>
      <dc:date>2025-03-12T00:00:00Z</dc:date>
    </item>
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