Showing papers on "Biogas published in 1992"
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TL;DR: In this article, the authors present information regarding the disposal of on-farm poultry wastes (manure, litter and dead birds) and the effects of poultry waste disposal on environmental quality.
321 citations
01 Jan 1992
TL;DR: This publication is intended for educational and research purposes only and should not be used as a guide to Elsevier’s courses or as a source for instruction in any other discipline.
Abstract: All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without the prior permission of the copyright owner Applications for such permission, with a statement of the purpose and extent of the reproduction, should be addressed to the Director, Publications Division, Food and Agriculture Organization of the United Nations, Viale delle Terme di Caracalla, 00100 Rome, Italy.
192 citations
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TL;DR: In this paper, a preliminary design of an anaerobic digestion plant treating the organic wastes coming from a large food market is described, and four hydraulic retention times (8, 12, 14, and 20 days) were tested in 3-litre laboratory digesters.
143 citations
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TL;DR: In this article, the effect of feeding different fruit and vegetable wastes, mango, pineapple, tomato, jackfruit, banana and orange, was studied in a 60-liter digester by cycling each waste every fifth day in order to operate the digester as and when there was supply of feed.
136 citations
01 Jan 1992
TL;DR: In this article, the effect of feeding different fruit and vegetable wastes to a 60 liter digester by cycling each waste every fifth day in order to operate the digester as and when there was a sufficient supply of feed was studied.
Abstract: The effect of feeding different fruit and vegetable
wastes, mango, pineapple, tomato, jackfruit,
banana and orange, was studied in a 60-liter
digester by cycling each waste every fifth day in
order to operate the digester as and when there was
supply of feed. The characteristics of the anaerobically
digested fluid and digester performance in
terms of biogas production were determined at different
loading rates (LR) and at different hydraulic
retention times (HRT), and the maximum biogas
yield of 06 rrd/kg VS added was achieved at a 20-
day HR T and 40 kg TS m- 3day- 1 loading rate. The
hourly gas production was observed in the digesters
operated at 16 and 24 days HRT. The major yield
(74"5%) of gas was produced within 12 h of feeding
at a 16-day HRT whereas at a 24-day HRT only
59~93% of the total gas could be obtained at this
time.
136 citations
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TL;DR: In this article, the authors discuss the importance of combined treatment of manure and organic waste and show the effects of addition of lipid-and protein-containing wastes to thermophilic digesters treating cattle manure.
120 citations
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TL;DR: In this article, the feasibility of co-composting of waste activated sludge (WSS) and simulated organic fraction of typical North American municipal solid waste (NA‐MSW), rich in lignocellulosics, at high total solids (TS) content, was examined.
Abstract: The feasibility of anaerobic co‐composting of waste activated sludge (WSS) and simulated organic fraction of typical North‐American municipal solid waste (NA‐MSW), rich in lignocellulosics, at high total solids (TS) content, was examined. Sixteen semicontinuous reactors were run, at 4 levels of TS (25, 30, 35 and 40%), 2 levels of retention time (15 and 21 days), 2 temperature regimes (mesophilic at 39°C and thermophilic at 53°C), and 2 ratios of MSW‐to‐WSS (1: 1 and 2: 1 on total weight basis). Reactors operated at 35% TS and 21 days gave the best organic matter removal efficiencies (up to 44% and 53% on volatile solids basis, for mesophilic and thermophilic regimes respectively) and highest biogas productivities (up to 6 L kg‐1 reactor content day‐1). The methane concentration in biogas was between 55 and 60%. Successful thermophilic reactors generated 15 to 30% more biogas than the corresponding mesophilic digesters. Instability and failure of some thermophilic reactors at 15 days retention ti...
79 citations
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TL;DR: An automated metering system was developed for measuringBiogas production from laboratory scale biogas digestors based on the principle of liquid displacement with a 100-mL reversible cycle and registration.
Abstract: An automated metering system was developed for measuring biogas production from laboratory scale biogas digestors. The gas metering system is based on the principle of liquid displacement with a 100-mL reversible cycle and registration. The gas meter is made entirely of plastic and rubber materials resistant to the corrosive components of biogas (e.g., H(2)S) and requires a 12 to 15 VDC power supply.
74 citations
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TL;DR: In this paper, the design of an anaerobic digestion plant to treat the organic fraction of the wastes of a large food market is described, taking into account experimental data obtained in a previous study.
65 citations
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TL;DR: An earthen digester was constructed to treat the separated liquids from flushed dairy cattle manure as mentioned in this paper, where a floating cover was used to harvest the biogas produced, and the loading rate during the period of study (31 October 1988-25 March 1991) was 0·12 kg VS/m3 -day.
64 citations
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TL;DR: Results indicated that the biomass bed may be used alone as a packed-bed digester to obtain high biogas production rates and solid-phase fermentation is feasible with these substrates and could reduce digester volume and costs of operation.
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23 Apr 1992
TL;DR: In this paper, a biochemically enhanced hybrid anaerobic reactor (BEHAR) system has been developed for treatment of high strength industrial wastewaters, which is designed and operated based on specific criteria developed around critical biochemical and microbiological principles of the facultative and anaerobacterial microorganisms involved in the BEHAR process.
Abstract: A biochemically enhanced hybrid anaerobic reactor (BEHAR) system has been developed for treatment of high strength industrial wastewaters. The process is designed and operated based on specific criteria developed around critical biochemical and microbiological principles of the facultative and anaerobic microorganisms involved in anaerobic treatment. Biological kinetic relationships developed by the inventor for substrate removal, methane gas production, and biogas quality control as a function of the mass substrate loading rate are used for designing and operating the BEHAR process. A specific formulation of biological growth micronutrients has been developed for enhancing the anaerobic treatment process. Ferric chloride, one of the chemicals used as a micronutrient, is also utilized for sulfide toxicity control, biogas cleaning without scrubbing, and odor control. Magnesium hydroxide is also used as a micronutrient while offering the added benefits of sulfide toxicity control, biogas cleaning without scrubbing, odor control, and addition of alkalinity and buffering capacity to the BEHAR system, along with sodium toxicity control. Various combinations of ferric or ferrous salts and magnesium hydroxide are used to provide maximum and optimized bulk liquid sulfide control and biogas H 2 S control. Heavy metal toxicity control is also provided in problematic wastewaters by the addition of sulfates which are reduced to sulfides to precipitate heavy metals as insoluble metal sulfides. An understanding of these kinetic, microbiological and biochemical principles combined with a unique reactor design to enhance the practical application of these principles constitutes the BEHAR process.
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TL;DR: The Dranco process has been developed for the conversion of solid organic wastes, specifically the organic fraction of municipal solid waste (MSW), to energy and a humus-like final product, called Humotex.
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TL;DR: In this paper, the absorption of iron, copper, cadmium, nickel, lead, zinc, manganese and cobalt by Azolla pinnata R.Br and Lemna minor L., and subsequent utilization of this biomass for production of biogas (methane) have been investigated.
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27 Feb 1992
TL;DR: A starting mixture of liquid and solid organic wastes that is susceptible to at least partial microbiological degradation, with formation of biogas, is treated by the following process: the mixture is mechanically separated into a first sludge phase with enriched dry substance and a first liquid phase containing dilute solids as discussed by the authors.
Abstract: A starting mixture of liquid and solid organic wastes that is susceptible to at least partial microbiological degradation, with formation of biogas, is treated by the following process. The mixture is mechanically separated into a first sludge phase with enriched dry substance and a first liquid phase containing dilute solids. The first liquid phase is subjected to anaerobic treatment leading to formation of biogas and to the development of a second sludge phase and a second liquid phase. The first sludge phase is subjected to aerobic treatment resulting in the formation of compost, fertilizer, or feed. At least part of the second sludge phase is recirculated into the starting mixture, thereby causing the formation of biogas in the starting mixture and facilitating decomposition of higher compounds contained in the starting mixture.
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TL;DR: Apple pomace and vegetable waste were subjected independently and in succession to anaerobic digestion inoculated with cattle dung, on a laboratory scale, and adaptation of methanogens to changing feed material was also observed.
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TL;DR: In this article, a single-stage anaerobic lagoon treating dairy manure was studied for approximately four years (April 1987-April 1991) and a portion of the lagoon was covered to gather data on biogas production and quality.
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09 Jun 1992
TL;DR: In this paper, an easily dewaterable suspension of the biogenic organic substances is formed in a pretreating stage by a mechanical treatment including a selective dissolution and defibration of the organic substances.
Abstract: In a process of treating waste materials for an anaerobic digestion of the biogenic organic constituents of the garbage, particularly of the source separated organic waste, the wet waste, the residual waste and the commercial wastes, an easily dewaterable suspension of the biogenic organic substances is formed in a pretreating stage by a mechanical treatment including a selective dissolution and defibration of the biogenic organic substances. In dependence on the adjusted solids concentration the action of flow-dynamical forces is so controlled that the not biogenic organic substances, are not subjected to an appreciable disintegration before they are removed at the end of the pretreatment. Non-digestable substances are removed. The suspension is converted to biogas by an anaerobic digestion and to a compost-like residue. In the apparatus in accordance with the invention a gentle treatment of adhering solids in the crude waste is ensured in the pretreating stage in that the speed of the impeller 14 in the pulping vessel 13 is controlled in dependence on the solids concentration. This will also result in a distinct saving of energy and in a high efficiency.
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TL;DR: Alkali addition to feed sludge, and sludge recycle were required for stable operation at VS loadings exceeding 1·5 kg VS/m3 day, and the anaerobic process remained stable even at the VS loading of 5·2 kg/ m3 day.
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TL;DR: In this paper, dry anaerobic digestion of the source separated organic fraction of municipal solid waste (Vegetable, Fruit Yard waste) was studied in pilot-plant-scale reactors (5 m 3, 450 m 3 ).
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TL;DR: The aim of this research was to study the anaerobic conversion efficiency of the organic fraction of municipal solid waste (OFMSW), and in order to compare and appraise the techniques and respective conversion efficiencies, primary sewage sludge (PSS) assays were performed.
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TL;DR: In this paper, a tubular RO membrane plant separated 95 % of the total nitrogen in the liquid fraction, and the particle free permeate met the effluent criteria for direct discharge to the neighbouring fjord.
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TL;DR: In this article, a study of a treatment plant whose originality lies in the combination of two treatment stages, the first anaerobic, the second aerobic, is presented, where technical problems encountered during the installation of the digester and the optimization of the working of the whole treatment plant during 2 years are analysed and discussed.
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TL;DR: In this article, the authors examine the pollutants methane, hydrogen sulphite, mercaptans, sulphur dioxide, nitrogen dioxide and certain volatile organic compounds (VOCs) that are expected to be found in landfill emissions, in order to assess the environmental impact on the surrounding area.
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TL;DR: In this article, an attempt has been made to handle efficiently the liquid biogas slurry and to improve its manurial value by absorbing the slurry in dry mango leaves or wheat straw, enriching it with Mussoorie rock phosphate and then composting for 20 and 40 days.
Abstract: An attempt has been made to handle efficiently the liquid biogas slurry and to improve its manurial value by absorbing the slurry in dry mango leaves or wheat straw, enriching it with Mussoorie rock phosphate and then composting for 20 and 40 days. The manures so prepared were evaluated by judging their influence on wheat yields, nutrient uptake by plant and post-harvest fertility status of the soil. Results show that 40-days. The composted Mussoorie rock phosphate-enriched biogas slurry absorbed in dry mango leaves was the best as manure for wheat.
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TL;DR: A trend of enhanced gas production with high methane content and lower effluent BOD and COD was found with increasing doses of the adsorbents gelatin, polyvinyl alcohol, powdered activated charcial, pectin, kaolin, silica gel, aluminium powder, bentonite and talc powder.
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TL;DR: In this paper, a two-stage upflow packed-bed (reactors in series) system was used for the treatment of dairy wastewater Nylon pads were used as supporting media for the biomass.
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TL;DR: In this paper, the authors presented the economics of biogas digesters in Bangladesh in terms of fuel wood and fertilizer values, and the incremental net present benefit was computed from the digester cost, kinetics of Biogas production and nutrient contents in the treated slurry.
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TL;DR: In this paper, an upflow anaerobic sludge blanket (UASB) digester was used for anaerobically digested wastewater in 11 trials spanning 11 months.