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1.
Environ Technol ; : 1-13, 2023 Nov 27.
Article in English | MEDLINE | ID: mdl-38009199

ABSTRACT

The anaerobic digestion of the organic fraction of municipal solid waste (OFMSW) has shown to be a viable alternative since it allows energy recovery in the form of methane and generates a residue (digestate) that can be applied effectively as a soil improver or fertiliser. The potential for methane production and the digestates' characteristics depend on the substrate characteristics and the process variables such as temperature, solids retention time, and organic load. This study dealt with OFMSW anaerobic digestion under different organic loading rates and temperatures and the characteristics of the resulting digestates. Three semi-continuous reactors were operated at 20, 35, and 55°C and fed daily with ground, fresh OFMSW from Mexico City. The inoculum was temperature-adapted UASB granular sludge. The main results indicate that the anaerobic digestion was adequate, as the pH values were slightly alkaline, which is sufficient for methanization, and the alkalinity was not a limiting factor. Potassium and PO4-P increased with the organic load, and Kjeldahl nitrogen decreased. At 20°C, total organic carbon (TOC) increased substantially with the organic load; at 35°C, it remained without significant changes; and at 55°C, TOC slightly decreased with the organic load. The C/N ratio changed accordingly to TOC variations. At 20°C, the residual biogas potential increased with the organic load; at 35 and 55°C, it decreased with increasing organic load; the residual biogas potential increased with residual fatty acids concentrations. To comply with international standards for agricultural use, the digestates need only dewatering and supplementing with PO4-P.

2.
Water Sci Technol ; 83(10): 2536-2548, 2021 May.
Article in English | MEDLINE | ID: mdl-34032629

ABSTRACT

The silage of the organic fraction of municipal solid waste (OFMSW) is a common practice in biogas plants. During silage, fermentation processes take place, affecting the later methanisation stage. There are no studies about how OFMSW silage affects methane production. This work aimed to determine the effects of silage (anaerobic acid fermentation) at different solids concentrations and temperatures on methane production. OFMSW was ensiled at 20, 35, and 55 °C with total solids (TS) concentrations of 10, 20, and 28% for 15 days. The ensiled OFMSW was then tested for methane production at the substrate to inoculum ratios (S/I) of 0.5, 1.0, and 1.5. Independently of the temperature, the production of the metabolites during silage increases with decreasing solids concentration. The highest production was of lactic acid, ethanol, and acetic acid, representing together 95% of the total. Methane production from ensiled OFMSW at 10% solids concentration shows, under every tested condition, better methane production than from fresh OFMSW. Ensiled OFMSW produces more methane than fresh OFMSW, and methane production was highest at 35 °C.


Subject(s)
Refuse Disposal , Solid Waste , Anaerobiosis , Bioreactors , Methane , Silage , Solid Waste/analysis
3.
Waste Manag ; 62: 61-68, 2017 Apr.
Article in English | MEDLINE | ID: mdl-28228359

ABSTRACT

Microorganisms involved in anaerobic digestion require dissolved substrates to transport them through the cell wall to different processing units and finally to be disposed as waste, such as methane and carbon dioxide. In order to increase methane production, this work proposes to separate the soluble substances from OFMSW and analyse methane production from extracts and OFMSW. Using water as solvent, four extraction parameters were proposed: (1) Number of consecutive extractions, (2) Duration of mixing for every consecutive extraction, (3) OFMSW to water mass ratios 1:1, 1:2, and 1:3 and, (4) The influence of temperature on the extraction process. Results indicated that is possible to separate 40% of VS from OFMSW with only three consecutive extraction with mixing of 30min in every extraction using ambient temperature water. For every OFMSW to water combination, the first three consecutive extracts were analysed for biochemical methane potential test during 21days at 35°C; OFMSW was also tested as reference. Methane production from all substrates is highest during the first day and then it slowly decreases to increase again during a second stage. This was identified as diauxic behaviour. Specific methane production at day 21 increased with increasing water content of the extracts where OFMSW methane production was the lowest of all with 535NL/kgVS. These results indicate that it is feasible to rapidly produce methane from extracted substances.


Subject(s)
Air Pollutants/metabolism , Methane/biosynthesis , Refuse Disposal/methods , Air Pollutants/analysis , Anaerobiosis , Biodegradation, Environmental , Bioreactors , Methane/analysis
4.
Waste Manag ; 54: 3-12, 2016 Aug.
Article in English | MEDLINE | ID: mdl-27236403

ABSTRACT

Anaerobic digestion of the organic fraction of municipal solid waste (OFMSW) is a viable alternative for waste stabilization and energy recovery. Biogas production mainly depends on the type and amount of organic macromolecules. Based on results from different authors analysing OFMSW from different cities, this paper presents the importance of knowing the OFMSW composition to understand how anaerobic digestion can be used to produce methane. This analysis describes and discusses physical, chemical and bromatological characteristics of OFMSW reported by several authors from different countries and cities and their relationship to methane production. The main conclusion is that the differences are country and not city dependant. Cultural habits and OFMSW management systems do not allow a generalisation but the individual analysis for specific cities allow understanding the general characteristics for a better methane production. Not only are the OFMSW characteristics important but also the conditions under which the methane production tests were performed.


Subject(s)
Methane/biosynthesis , Refuse Disposal/methods , Anaerobiosis , Biodegradation, Environmental , Bioreactors , Cities
5.
Bioresour Technol ; 178: 247-253, 2015 Feb.
Article in English | MEDLINE | ID: mdl-25190296

ABSTRACT

This work deals with the analysis of the methane production from Mexico City's urban organic wastes after separating soluble from suspended substances. Water was used to extract soluble substances under three different water to waste ratios and after three extraction procedures. Methane production was measured at 35 °C during 21 days using a commercial methane potential testing device. Results indicate that volatile solids extraction increases with dilution rate to a maximum of 40% at 20 °C and to 43% at 93 °C. The extracts methane production increases with the dilution rate as a result of enhanced dissolved solids extraction. The combined (extract and bagasse) methane production reached, in 6 days, 66% of the total methane produced in 21 days. The highest methane production rates were measured during the first six days.


Subject(s)
Methane/biosynthesis , Organic Chemicals/isolation & purification , Refuse Disposal/methods , Waste Products/analysis , Biological Oxygen Demand Analysis , Cities , Hydrogen-Ion Concentration , Solubility , Time Factors , Volatilization
6.
Water Sci Technol ; 68(9): 2000-6, 2013.
Article in English | MEDLINE | ID: mdl-24225100

ABSTRACT

The aim of this study was to evaluate backwashing effects on the apparent porosity of the filter media and on the hydraulic behaviour of a pilot scale submerged filter, prior to biofilm colonization, under different hydraulic retention times, and different air flow rates. Tracer curves were analysed with two mathematical models for ideal and non-ideal flow (axial dispersion and Wolf and Resnick models). The filter media was lava stones sieved to 4.5 mm. Backwashing causes attrition of media particles, decreasing the void volume of the filter media and, consequently, the tracer flow is more uniform. The eroded media presented lower dead volumes (79% for the filter with aeration and 8% for the filter without aeration) compared with the new media (83% for the filter with aeration and 22% for the filter without aeration). The flow patterns of eroded and new media were different because the more regular shape of the particles decreases the void volume of the filter media. The dead volume is attributed, in the case of the filter with aeration, to the turbulence caused by the air bubbles that generate preferential channelling of the bulk liquid along the filter media, creating large zones of stagnant liquid and, for the filter without aeration, to the channels formed due to the irregular shaped media.


Subject(s)
Bacterial Physiological Phenomena , Biofilms , Bioreactors , Filtration/methods , Waste Disposal, Fluid/methods , Water Movements , Air/analysis , Models, Theoretical , Porosity
7.
Water Sci Technol ; 63(6): 1188-95, 2011.
Article in English | MEDLINE | ID: mdl-21436555

ABSTRACT

For their simplicity and using cheap support materials, biological filtration of municipal wastewater can be adequate for developing countries where the legislation is not as strict as in other countries, like the members of the European Union. Biological filters are fixed biomass reactors where the suspended pollutants can easily be retained and the dissolved substances can be transformed by microbial activity. A pilot anaerobic filter was built and filled with lava stones sieved to obtain particles with an average size of 6 mm. The filter was fed with municipal wastewater during 220 days under hydraulic retention times (HRT) of 4.3 and 9.8 hours (average organic loading rates of 0.48 and 1.23 kg COD/m(3) d). The results show that the pH did not change significantly during the process. Lower organic loading rates (higher HRT) resulted in better COD and TSS removal rates. Average biogas composition showed methane to be 67% for the lower organic loading rate and 63% for the higher one. Backwashing with air for 5 minutes every 72 hours did not negatively affect the overall anaerobic process. Average TSS removal was 79 and 73% for the higher and lower HRT (lower and higher organic loading rates), respectively. The overall performance of the anaerobic filter is comparable with the reported values in the literature. The COD and TSS removal rates are slightly inferior to the ones reported in the literature for UASB reactors treating municipal wastewater.


Subject(s)
Bioreactors , Filtration/instrumentation , Waste Disposal, Fluid/methods , Water Purification/instrumentation , Ammonia , Anaerobiosis , Biofuels , Filtration/methods , Nitrogen , Phosphates , Pilot Projects , Temperature , Water Purification/methods
8.
In. Asociación Interamericana de Ingeniería Sanitaria y Ambiental; Asociación Argentina de Ingeniería Sanitaria y Ciencias del Ambiente. Ingeniería ambiental para el desarrollo sostenible. Buenos Aires, AIDIS, 1994. p.19, tab. (64227).
Monography in Spanish | BINACIS | ID: bin-64227

ABSTRACT

El trabajo presentado compara la capacidad de eliminación de material orgánico del sistema estudiado con respecto a los sistemas de lodos activados y de discos biológicos. Se utilizó para ello la Planta de tratamiento de Ciudad Universitaria, llegando a la conclusión que los reactores discontinuos compiten con los sistemas convencionales para la eliminación de contaminantes orgánicos requiriendo un menor tiempo de aereación y son eficientes y confiables


Subject(s)
Sanitary Engineering , Water Purification , Congress
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