Academic literature on the topic 'Industrial leachates'
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Journal articles on the topic "Industrial leachates"
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Naidoo, V., M. du Preez, T. Rakgotho, B. Odhav, and C. A. Buckley. "Toxicity and biodegradability of high strength/toxic organic liquid industrial effluents and hazardous landfill leachates." Water Science and Technology 46, no. 9 (November 1, 2002): 163–69. http://dx.doi.org/10.2166/wst.2002.0230.
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Industrial effluents and leachates from hazardous landfill sites were tested for toxicity using the anaerobic toxicity assay. This test was done on several industrial effluents (brewery spent grain effluent, a chemical industry effluent, size effluent), and several hazardous landfill leachates giving vastly different toxicity results. The brewery effluent, spent grain effluent and size effluent were found to be less toxic than the chemical effluent and hazardous landfill leachate samples. The chemical industry effluent was found to be most toxic. Leachate samples from the H:h classified hazardous landfill site were found to be less toxic at high concentrations (40% (v/v)) while the H:H hazardous landfill leachate samples were found to be more toxic even at low concentrations of 4% (v/v). The 30 d biochemical methane potential tests revealed that the brewery effluent, organic spent grain effluent and size effluent were 89%, 63%, and 68% biodegradable, respectively. The leachate from Holfontein hazardous landfill site was least biodegradable (19%) while the chemical effluent and Aloes leachate were 29% and 32% biodegradable under anaerobic conditions.
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Osada, Takuya, Keisuke Nemoto, Hiroki Nakanishi, Ayumi Hatano, Ryo Shoji, Tomohiro Naruoka, and Masato Yamada. "Analysis of Ammonia Toxicity in Landfill Leachates." ISRN Toxicology 2011 (September 28, 2011): 1–6. http://dx.doi.org/10.5402/2011/954626.
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Toxicity identification evaluation (TIE) phase I manipulations and toxicity test with D. magna were conducted on leachates from an industrial waste landfill site in Japan. Physicochemical analysis detected heavy metals at concentrations insufficient to account for the observed acute toxicity. The graduated pH and aeration manipulations identified the prominent toxicity of ammonia. Based on joint toxicity with additive effects of unionized ammonia and ammonium ions, the unionized ammonia toxicity () was calculated as 3.3 ppm, and the toxicity of ammonium ions () was calculated as 222 ppm. Then, the contribution of ammonia toxicity in the landfill leachate toxicity was calculated as 58.7 vol% of the total toxicity in the landfill leachate. Other specific toxicants masked by ammonia's toxicity were detected. Contribution rate of the toxicants other than by ammonia was 41.3 vol% of the total toxicity of the landfill leachate.
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Wowkonowicz, Paweł, Marta Kijeńska, and Eugeniusz Koda. "Potential environmental risk assessment of di-2-ethylhexyl phthalate emissions from a municipal solid waste landfill leachate." PeerJ 9 (October 1, 2021): e12163. http://dx.doi.org/10.7717/peerj.12163.
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Background In certain countries, including Poland, polyvinyl chloride (PVC) waste, together with di-2-ethylhexyl phthalate (DEHP) contained within (up to 60%), is mostly directed to municipal solid waste (MSW) landfills. From there, over time, it is released from the polymer matrix and can migrate with landfill leachate into the environment. The amount of DEHP placed on the Polish market since the start of industrial production and the prevalent landfilling disposal of PVC waste in Poland, indicate that DEHP pollution can increase risk factors in the future. The objective of this study was to determine the concentrations of DEHP in leachates from a chosen MSW landfill directed to a local sewage treatment plant (STP) and estimate the associated potential risks to the environment. Results DEHP concentrations in leachates ranged from < LOQ to 394.4 µg/L, depending on the sampling year and season. DEHP is a pervasive environmental contaminant present in all investigated landfill leachate samples. The results from The European Union System for the Evaluation of Substances (EUSES) modelling related to DEHP in leachate directed to STP indicated potentially unacceptable risk to freshwater organisms; and birds and mammals feeding on earthworms (where a sewage sludge applications in agriculture take place). The results indicated low risk for other environmental components including local fresh-water sediment, local soil and microorganisms of STP, and freshwater fish-eating birds and mammals. Conclusions Future DEHP emissions may occur after the technical lifetime of the landfill and/or decay its bottom sealing. To avoid contamination, the monitoring of landfills after closure should include DEHP concentrations and last longer than the recommended (inter alia in Poland) 30 years, or until emissions from PVC to leachate are eliminated. More research on leachate of DEHP and its potential risks should be conducted, utilising detailed modelling which can including other landfills and different routes of DEHP emissions in leachates.
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Hoai, Son Tran, Huong Nguyen Lan, Nga Tran Thi Viet, Giang Nguyen Hoang, and Ken Kawamoto. "Characterizing Seasonal Variation in Landfill Leachate Using Leachate Pollution Index (LPI) at Nam Son Solid Waste Landfill in Hanoi, Vietnam." Environments 8, no. 3 (February 27, 2021): 17. http://dx.doi.org/10.3390/environments8030017.
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The improper treatment of landfill leachates is one of the major problems associated with waste landfilling and causes serious environmental pollution at waste landfill sites and their surroundings. To develop a suitable landfill leachate treatment system and to minimize the risk of environmental pollution, it is important to characterize seasonal and temporal variations of landfill leachates. This study investigated the leachate quality of the Nam Son waste landfill in Hanoi, Vietnam in 2017–2019 and characterized the potential risks of landfill leachate using a leachate pollution index (LPI). The results of this study showed that the seasonal and temporal variation of the overall LPI during the monitoring period was small and in the range of 20–25 (values 2.5 times higher than the maximum permissible limits of Vietnam National Technical Regulation on Industrial Wastewater). The LPI sub-indices attributed to organic and inorganic pollutants were major components of the LPI. Especially, the annually averaged values of LPI of inorganic pollutants were 7.7 times higher than the maximum permissible limits, suggesting that the treatment of inorganic pollutants, such as ammonium-nitrogen (NH4+–N) and total nitrogen (TN), is highly required at Nam Son landfill to prevent environmental pollution surrounding the landfill site.
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Renou, S., S. Poulain, J. G. Givaudan, C. Sahut, and P. Moulin. "Lime treatment of stabilized leachates." Water Science and Technology 59, no. 4 (February 1, 2009): 673–85. http://dx.doi.org/10.2166/wst.2009.014.
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Reverse Osmosis is the most widely used method for treating municipal solid waste landfill leachates, since it produces a permeate in compliance with reject requirements. However, the efficiency of this process at the industrial scale is limited mainly because of membrane fouling and the high osmotic pressures involved. Although lime precipitation is traditionally used to eliminate the temporary hardness of water by decarbonation, it has also been shown to be highly efficient in removing humic substances which are known to have strong fouling potential towards membranes. Our objective is to study the lime/leachate physico-chemistry, in order to determine the potential of the lime precipitation as pre-treatment for reverse osmosis. The results show that the lime treatment makes it possible (i) to act efficiently on the inorganic fraction of leachates through a decarbonation mechanism which entails massive precipitation of the carbonates under the form of CaCO3, (ii) to eliminate by co-precipitation the high Molecular Weight (MW) organic macromolecules (>50,000 g.mol−1) such as humic acids, and (iii) to generate a stable residue that can be easily stored at a landfill. The reverse osmosis step will be facilitated through significant reduction of the osmotic pressures and prevention of membrane fouling.
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Siddique, Hifzur R., Subash C. Gupta, Alok Dhawan, R. C. Murthy, D. K. Saxena, and D. Kar Chowdhuri. "Genotoxicity of industrial solid waste leachates inDrosophila melanogaster." Environmental and Molecular Mutagenesis 46, no. 3 (2005): 189–97. http://dx.doi.org/10.1002/em.20149.
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Mijatovic, Nevenka, Anja Terzic, Lato Pezo, Ljiljana Milicic, Aleksandra Milosavljevic, and Dragana Zivojinovic. "Novel approach for determination of potentially toxic elements via ICP-OES in aqueous solutions of building materials with industrial byproduct addition." Science of Sintering 51, no. 4 (2019): 429–44. http://dx.doi.org/10.2298/sos1904429m.
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New global tendencies for waste materials reusing in building materials are imposing the request for improved performances of chemical analysis methods and the improvements of matrices used. A new method for optical emission spectrometry with inductively coupled plasma (ICP-OES) is developed and validated for the chemical analysis (35 elements: Al, Be, Cd, So, Cr, Cu, Fe, Mn, Mo, Ni, V, Mo, Zn, Pb , Bi, Si, Zr, W, As, Se, Sb, Sn, Ti, Ba, B, Ag, Mg, Ca, K, Na, S, P, Ga, In, Li) in leachate of fly ash. Validation performances and the uncertainty ?f measurement were resolved. Uncertainty ?f measurements were resolved by three routes: validation procedure, participation in proficiency testing (PT) schemes and standard method. The obtained method is a new simple and effective analyzing route for determination of undesired trace elements and their quantity comprised in leachates of fly ash, and leachates of building materials with addition of fly ash (cement binders and mortars). In order to prove its accuracy and precision, the developed method was employed on laboratory samples of cement binders and mortars. Results were compared with limit values provided in the standard. Multivariate analyses, i.e. cluster analysis and principal component analysis, were applied to establish interrelations between analyzed samples, and to certify the developed ICP-OES method.
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Benfenati, E. "Emerging organic contaminants in leachates from industrial waste landfills and industrial effluent." TrAC Trends in Analytical Chemistry 22, no. 10 (November 2003): 757–65. http://dx.doi.org/10.1016/s0165-9936(03)01004-5.
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Covarrubias, Paulo C., Rodrigo Muñoz, Roberto A. Bobadilla-Fazzini, Patricio Martinez, and Raquel Quatrini. "Are there Viruses in Industrial Bioleaching Econiches?" Solid State Phenomena 262 (August 2017): 521–25. http://dx.doi.org/10.4028/www.scientific.net/ssp.262.521.
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Detailed descriptions of the consortia present in commercial mineral processing operations have emerged in recent years, improving our understanding of the biology and the ecology of bioleaching. In spite of this progress, one of the aspects of biomining microbial ecology that remains un-tackled is that of virus-host interactions. The effects of viruses on the dynamics of the bioleaching microbial consortia and their impact in metal recovery is presently unknown. To begin addressing this issue we asked a basic question: ¿Are there viruses in industrial bioleaching econiches? In this work, we answer that question experimentally, assessing the number and types of viral particles recovered in the leachates from different industrial settings, using epifluorescence and transmission electron microscopy. Findings emerging from this work point to an almost null presence of viral particles in the leachates from mineral processing operations, possibly due to structural stability issues of the particles in the extreme acidic and highly oxidant conditions favoured by their potential microbial hosts. In turn, DNA-loaded viral-size vesicles of presently unknown function are frequent and abundant in all samples analysed.
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Tizaoui, C., L. Mansouri, and L. Bousselmi. "Ozone catalysed with solids as an advanced oxidation process for landfill leachate treatment." Water Science and Technology 55, no. 12 (June 1, 2007): 237–43. http://dx.doi.org/10.2166/wst.2007.414.
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Heterogeneous catalytic ozonation (HCO) of wastewater is gaining both research and industrial interests. It is proved to be an advanced oxidation process since it involves hydroxyl radicals as oxidation species. Few studies have been carried out to test HCO in the treatment of landfill leachates. This work has been carried out to test three types of catalysts: activated carbon (AC), expanded perlite (EP) and titanium dioxide (TiO2) combined with ozone at 80 g/m3 gas concentration for the treatment of a leachate generated by Jebel Chakir landfill site near Tunis–capital of Tunisia. The work has shown a reduction in COD of about 45% and an increase in biodegradability (BOD5/COD) from 0.1 to 0.34. A catalyst concentration of 0.7 g/L was found optimal for the treatment of the leachate.
Dissertations / Theses on the topic "Industrial leachates"
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Dimitriou, Ioannis. "Performance and sustainability of short-rotation energy crops treated with municipal and industrial residues /." Uppsala : Dept. of Short Rotation Forestry, Swedish University of Agricultural Sciences, 2005. http://epsilon.slu.se/200544.pdf.
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Nehrenheim, Emma. "Metal retention from leachate using Industrial Waste Products." Licentiate thesis, Västerås : Department of Public Technology, Mälardalen University, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-197.
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Kirschner, Larry E. (Larry Evan). "Bioremediation potential of the microflora in a chlorinated alkene contaminated industrial leachate." Thesis, University of North Texas, 1993. https://digital.library.unt.edu/ark:/67531/metadc798453/.
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Three major microbial subpopulations from an industrial leachate system were characterized with respect to their bioremediation potential, and particular aspects of a cometabolically active subpopulation were determined.
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Danzig, Andrew Jay. "Chromatographic and mass spectrometric characterization of a landfill leachate and an industrial wastewater." Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03142009-040745/.
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Miranda, Caio da Silva. "Avaliação do tratamento de efluente líquido gerado em usina termelétrica usando zeólita de cinzas de carvão." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/85/85134/tde-29012019-101057/.
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As indústrias lançam diversos poluentes no meio ambiente. Dentre os poluentes destacam-se os elementos tóxicos presentes em efluentes líquidos por acarretarem alto risco potencial à saúde humana e ao meio ambiente. Os efluentes podem ser tratados por materiais adsorventes, os quais podem ser provindos de resíduos industriais. Uma forma de contribuir significativamente na sustentabilidade de uma indústria é a transformação de um de seus resíduos em sub-produto de valor agregado para aplicação no tratamento de seus efluentes líquidos como adsorvente de baixo custo. O objetivo deste trabalho foi sintetizar, e caracterizar zeólitas de cinzas de carvão e avaliar sua aplicação como material adsorvente no tratamento de efluente. Os materiais zeolíticos derivados de três tipos diferentes de cinzas de carvão (cinzas manga, cinzas ciclone e cinzas pesadas) geradas na usina termelétrica de Figueira-PR foram usados para tratar o lixiviado do aterro de cinzas de carvão da mesma usina. As seguintes características das zeólitas foram determinadas: composição mineralógica, composição química, teor de carbono total, análise morfológica, área superficial específica, capacidade de troca catiônica (CTC), perda ao fogo, pH, condutividade e densidade aparente. A fase zeolítica formada foi do tipo sodalita com as três amostras usadas como matéria prima após ativação hidrotérmica alcalina. O material zeolítico de cinzas manga apresentou a menor relação SiO2/Al2O3 (1,46), maior CTC (2,36 meq g-1) e área superficial específica (69,5 m2 g-1) e, consequentemente, maior capacidade de remoção dos íons do efluente. As concentrações de As e Cr estavam acima do padrão de lançamento de efluentes. As três amostras de materiais zeolíticos apresentaram uma remoção significativa de Ni, Cd, Zn e Co na dose de 10 g.L-1. Os materiais zeolíticos das cinzas manga e ciclone foram eficientes para reduzir a concentração de As abaixo do limite imposto pela legislação, enquanto a remoção do Cr não foi efetiva com nenhum dos materiais. Na segunda etapa do trabalho, as zeólitas foram modificadas com o surfactante brometo de hexadeciltrimetilamônio (HTDMA-Br) em concentrações de 1,8 e 20 mmol L-1. A modificação das zeólitas não melhorou a eficiência de remoção do As. A remoção do Cr usando a amostra de zeólita de cinzas manga modificada com HDTMA-Br 20 mmol L-1 resultou em uma concentração final muito próxima ao limite permitido pela legislação.The industries release various types of pollutants into to the environment. Among these pollutants are the liquid effluents containing toxic elements, they carry a high potential risk to human health and the environment. Some effluents can be treated by adsorbent materials, which can be made from industrial waste. One way to contribute significantly to the sustainability of an industry is to transform one of its residues into a value-added by-product and use in the treatment of its own liquid effluents as a low cost adsorbent. The objective of this estudy was to synthesize and characterize coal ash zeolites and evaluate their application as adsorbent material in the treatment of effluent. Zeolite materials derived from three different types of coal ash (fly ashes, cyclone ashes and heavy ashes) generated at the Figueira-PR thermoelectric plant were used to treat leachate from the coal ash landfill of the same plant. The following zeolite characteristics were determined: mineralogical composition, chemical composition, total carbon content, morphological analysis, specific surface area, cation exchange capacity (CTC), fire loss, pH, conductivity and bulk density. The zeolite phase formed with the three samples used as raw material after alkaline hydrothermal activation was sodalite. The zeolite material from fly ash had the lowest SiO2/Al2O3 ratio (1.46), higher CTC (2.36 meq g-1) and specific surface area (69.5 m2 g-1) and, consequently, greater effluent removal capacity. The As and Cr concentrations were above the effluent discharge standard. The three samples of zeolitic materials showed a significant removal of Ni, Cd, Zn and Co in the dose of 10 g L-1. The zeolite materials from fly and cyclone ash were efficient to reduce As concentrations below the limit imposed by legislation, while removal of Cr was not effective with any of the materials. In the second stage of the study, the zeolites were modified with the surfactant hexadecyltrimethylammonium bromide (HTDMA-Br) in concentrations of 1.8 and 20 mmol.L-1. The zeolite removal efficiency of As did not improve after its modification. Removal of Cr using the 20 mmol.L-1 modified HDTMA-Br modified fly ash zeolite sample resulted in a final concentration very close to the limit allowed by the legislation.
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Ferreira, Guilherme Alves. "Ozonização catalítica do chorume do aterro sanitário de Cachoeira Paulista-SP utilizando rejeito industrial de borra de fosfato como reagente em processo batelada." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/97/97137/tde-24032016-085138/.
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A decomposição dos resíduos sólidos dispostos em aterro sanitário produz um líquido denominado chorume, o qual apresenta altos teores de poluentes. A caracterização do chorume do aterro sanitário de Cachoeira Paulista-SP, conforme os parâmetros de descarte, comprovam a presença de contaminantes tais como DQO (3596 mg L-1), COT (1773 mg L-1), nitrogênio amoniacal (1496 mg L-1), nitrogênio orgânico (49 mg L-1) e fenol (162 mg L-1). Após aprovada a Política Nacional de Resíduos Sólidos, a legislação aumenta a fiscalização e o controle da disposição e destinação adequada de resíduos sólidos urbanos e, desta forma, a sociedade moderna passou a necessitar de processos capazes de tratar tal lixiviado. As indústrias metalúrgicas, ao executarem técnicas de proteção de superfícies metálicas, produzem um rejeito industrial denominado de borra de fosfato. Nesta perspectiva, este trabalho visou o reuso deste rejeito devido à presença de metais de transição (catalisador na ozonização catalítica) e de fosfato (reagente de precipitação de amônia) para o processo de degradação do chorume. O objetivo desse reagente residual é proporcionar uma redução no custo do processo de tratamento, aplicar uma destinação para tal rejeito e ainda, talvez, reduzir a toxicidade do chorume para o devido descarte ou pré-tratamento. O experimento com 60 minutos, pH 2,5, 90 g L-1 de borra in natura e 3 L de chorume obteve redução de 15,41% de DQO. O mesmo experimento, exceto o fosfato, usando reagentes de sulfato de ferro, zinco e manganês obteve 57,5% de DQO. Isso comprovou o efeito negativo do íon fosfato, pelo sequestro de radical hidroxila, na ozonização catalítica em média de 40% na redução de DQO. Uma metodologia foi desenvolvida para separar o fosfato dos demais íons metálicos, através de dois processos (ácido sulfúrico e ácido clorídrico) para obter dois produtos (borra em pó com a presença dos metais de interesse e solução alcalina concentrada de fosfato). A ozonização catalítica da borra em pó foi avaliada em planejamento fatorial 23 com ponto central, cuja maior degradação foi em 90 minutos e pH 4, quando realizada com borra em pó sulfúrica (4,2 g L-1) obteve uma redução média de 59,09% COT (R$ 0,101 por litro) e com borra em pó clorídrica (4,75 g L-1) de 65,52% COT (R$ 0,100 por litro). Nestes tratados, um fatorial 22 com ponto central, foi usado na avaliação de precipitação da estruvita, o qual comprovou-se que a remoção de amônia é melhor em pH 12, diferente da literatura (pH 9,5), e quando executadas com prévio tratamento físico-químico (remoção dos catalisadores da ozonização), devido a menor interação no meio reacional. Nestas condições, com solução alcalina de fosfato (sulfúrica) em 20 minutos obteve redução de 96,74% de N-NH3 (R$ 0,365 por litro) e com solução alcalina de fosfato (clorídrica) em 10 minutos uma redução de 94,71% de N-NH3 (R$ 0,305 por litro). Isso demonstra o uso potencial desse rejeito no tratamento de chorume, ao tratar dois passivos ambientais e minimizar impactos ambientais antropogênicos, além da possível aplicação produção de fertilizante.The decomposition of solid waste present in landfill produces the landfill leachate, which has high levels of pollutants. The characterization of the landfill leachate from Cachoeira Paulista - SP, according the discard parameters, proves the presence of contaminants due to high level of COD (3596 mg L-1), TOC (1773 mg L-1), ammonia nitrogen (1496 mg L-1), organic nitrogen (49 mg L-1) and phenol (162 mg L-1). After National Solid Waste Policy approval, the legislation increases the supervision and control of the proper disposal of solid waste, so the modern society began to require processes able to treat such leachate. Metallurgical industries do the metal surfaces protection techniques and produce an industrial waste of phosphate sludge. In this perspective, the aim of this study comprehends the reuse of metallurgical waste due to the presence of transition metals (catalyzer in ozonation) and phosphate (ammonia precipitation reagent) for the degradation process. The objective of this residual reagent is induce a reduction in the cost of the treatment process, apply a proper disposal for metallurgical waste and, perhaps, reduce the toxicity of landfill leachate to discard or pre-treatment. The experiment with 60 minutes, pH 2.5, 90 g L-1 sludge waste in natura and 3 L of landfill leachate obtained 15.41% reduction in COD. The same experiment, except the phosphate, using iron, zinc and manganese sulfate reagents reached 57.5% of the COD. This proved the negative effect of phosphate ion, the scavenger of hydroxyl radical in the catalytic ozonation around 40% reduction of COD. A method had been developed to separate phosphate from other metal ions, through two processes (hydrochloric acid and sulfuric acid) to obtain two products (phosphate sludge powder with metals of interest and phosphate concentrated alkaline solution). The catalytic ozonation of sludge powder was evaluated in 23 factorial design with central point, and the better degradation was obtained in 90 minutes and pH 4, when performed with sludge powder sulfuric (4.2 g L-1) had an average reduction of 59.09% TOC (R$ 0,101 per liter) and with sludge powder hydrochloric (4.75 g L-1) 65.52% TOC (R$ 0,100 per liter). In landfill leachate treated, a 22 factorial design with center point was used in the precipitation evaluation of struvite, which proved that the ammonia removal is better at pH 12, different from the literature (pH 9.5), and when performed after to physico-chemical treatment (removal of catalyzer of ozonation) due to the less interaction in the reaction. In these adjust conditions, with phosphate alkaline solution (sulfuric) was obtained in 20 minutes 96.74% of reduction of N-NH3 (R$ 0,365 per liter) and phosphate alkaline solution (hydrochloric) in 10 minutes a decrease of 94.71% N-NH3 (R$ 0,305 per liter). This result demonstrates the potential use of this waste in the treatment of landfill leachate, treat two contaminants and minimize anthropogenic environmental impacts, as well as possible application of struvite on fertilizer production.
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Sousa, MÃrcia Rodrigues de. "UtilizaÃÃo de Ensaios de Ecotoxicidade no Biomonitoramento de Efluentes de Etes Industriais, Hospitalares e De Aterro SanitÃrio, Localizadas no Estado do CearÃ." Universidade Federal do CearÃ, 2010. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=5257.
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CoordenaÃÃo de AperfeiÃoamento de NÃvel SuperiorAvaliou-se o uso de testes de ecotoxicidade com o organismo-teste Daphnia magna no biomonitoramento de efluentes de ETEs industriais (real e sintÃtico), hospitalares e de aterro sanitÃrio. Para tanto, foram selecionadas algumas ETEs a citar: Industrial Real (Sistema Integrado do Distrito Industrial â SIDI), Industrial SintÃtico (Reator anaerÃbio seguido dos pÃs-tratamentos em Reator em Batelada SeqÃencial â RBS e Processo de OxidaÃÃo AvanÃado â POA do tipo H2O2/UV, tratando um efluente contendo o corante azo Reactive Black 5 - RB5), Hospitalar (Hospital Geral Waldemar de AlcÃntara â HGWA) e Aterro SanitÃrio (Lixiviado coletado na saÃda do sistema de lagoas de estabilizaÃÃo do Aterro SanitÃrio Metropolitano Oeste de Caucaia â ASMOC e submetido a um pÃs-tratamento por meio de um Reator Aerado Submerso â RAS). Os testes de toxicidade aguda realizados com o lixiviado indicaram que o efluente ao sistema ASMOC apresentou CE50 de 68%, o qual podia ser classificado como moderadamente tÃxico. Assim, alÃm de alguns parÃmetros fÃsico-quÃmicos nÃo estarem atendendo à Portaria n 154/02 da SEMACE, os resultados ecotoxicolÃgicos confirmaram o potencial poluidor do lixiviado em questÃo para ser descartado no Riacho Garoto, de baixa capacidade de diluiÃÃo. O pÃs-tratamento aerÃbio realizado no RAS contribuiu bastante na reduÃÃo da toxicidade do lixiviado, tanto em termos fÃsico-quÃmicos quanto em termos ecotoxicolÃgicos, aumentando o valor de CE50 para 95,04%, se configurando como uma boa opÃÃo de pÃs-tratamento. Os resultados obtidos com o esgoto afluente e efluente ao SIDI revelaram que o CE50 passou de 18,05% para 61,90%, mudando a classificaÃÃo de muito tÃxico para moderadamente tÃxico, respectivamente. Entretanto, o estudo efluente do SIDI, com as caracterÃsticas fÃsico-quÃmicas e de toxicidade encontradas, associadas à elevada vazÃo de esgotos tratados, representam um sistema com uma carga poluidora que merece ser investigada no corpo receptor. Em relaÃÃo ao esgoto hospitalar, observou-se que o esgoto bruto apresentou alta toxicidade e um CE50 de 7,27% (muito tÃxico) enquanto que o efluente tratado pela seqÃÃncia de reator UASB e lodo ativado apresentou CE50 de 30,83% (tÃxico). Portanto, os ensaios ecotoxicolÃgicos apontaram para o carÃter tÃxico do efluente em termos agudos, e podemos inferir a toxicidade crÃnica que tal efluente pode causar no corpo hÃdrico, jà que o mesmo pode conter elevadas concentraÃÃes de fÃrmacos, hormÃnios e outros micro-poluentes. O efluente sintÃtico bruto contendo o corante RB5 apresentou CE50 de 23,02%, sendo classificado como efluente muito tÃxico. ApÃs o tratamento no reator UASB, o valor de CE50 caiu para 40,34%, ou seja, houve uma diminuiÃÃo da toxicidade no tratamento anaerÃbio. No pÃs-tratamento pelo RBS ocorreu uma diminuiÃÃo significativa de toxicidade, em que o mesmo pode ser classificado como nÃo tÃxico. Entretanto, o POA do tipo do tipo UV/H2O2 provocou aumento da toxicidade, com o efluente apresentando CE50 de 20,17%, recebendo classificaÃÃo de muito tÃxico. A investigaÃÃo ecotoxicolÃgica em D. magna para avaliar o efeito da concentraÃÃo de H2O2 revelou elevada toxicidade do residual de perÃxido, sendo que em todas as diluiÃÃes testadas houve morte de 100% dos organismos expostos. Portanto, os estudos indicaram que muito embora o processo de oxidaÃÃo avanÃado (POA) do tipo H2O2/UV tenha uma boa perspectiva de aplicaÃÃo no tratamento de esgotos recalcitrantes, o perÃxido residual tem que ser cuidadosamente monitorado, nÃo sà por elevar a DQO do efluente como tambÃm por aumentar a toxicidade deste. Como conclusÃo geral da presente dissertaÃÃo foi possÃvel demonstrar a grande importÃncia dos testes ecotoxicolÃgicos agudos e crÃnicos no biomonitoramento de cargas poluidoras localizadas em corpos de Ãgua do CearÃ, assim como para um melhor entendimento dos processos biolÃgicos e nÃo biolÃgicos de tratamento de esgotos.
We evaluated the use of ecotoxicity tests with Daphnia magna for the biomonitoring of industrial effluents (real and synthetic), hospital effluent and leachate: real industrial wastewater (Integrated System of Industrial District - SIDI), synthetic industrial wastewater (anaerobic reactor followed by the post-treatments Sequential Batch Reactor - SBR and Advanced Oxidation Process - AOP type H2O2/UV, both treating a wastewater containing the azo dye Reactive Black 5 - RB5), Hospital effluent (Hospital Geral Waldemar de AlcÃntara - HGWA) and Leachate collected at the output of the stabilization ponds system located at the Metropolitan Sanitary Landfill West of Caucaia - ASMOC and submit to the post-treatment of Submerged Aerated Reactor - SAR. The acute toxicity tests conducted with the leachate indicated that the effluent from ASMOC system showed EC50 of 68%, which could be classified as moderately toxic. Thus, in addition to some physical and chemical parameters that are not complying with the limits defined in the Portaria nÂ. 154/02 of SEMACE, ecotoxicological results confirm the pollution potential of the leachate to be discharged at the Riacho Garoto, which has low dilution capacity. The post-aerobic treatment performed in SAR showed to greatly contribute in reducing the leachate toxicity in terms of physical-chemical and ecotoxicological characteristics, increasing the EC50 value to 95.04%, and showing to be a good post-treatment option. The results obtained with the real industrial influent and effluent from SIDI revealed that the EC50 increased from 18.05% to 61.90%, switching the classification from very toxic to moderately toxic, respectively. However, the SIDI effluent, considering the physico-chemical properties and toxicity found, associated with the high flow rate of treated wastewater, represents a system with a pollutant load that should be further investigated in the receiving water body. Regarding the hospital wastewater, it was observed that the raw wastewater had a high toxicity, with EC50 of 7.27% (very toxic), while the effluent treated by the sequence of UASB and activated sludge showed EC50 of 30.83% (toxic). Therefore, ecotoxicological tests revealed the toxic character of the effluent in terms of in acute toxicity and it can infer the chronic toxicity that such an effluent can cause in the water body, since it may contain high concentrations of drugs, hormones and other micro-pollutants. The synthetic wastewater containing the azo dye RB5 presented EC50 of 23.02%, classified as very toxic. After treatment in the UASB reactor, the EC50 value increased to 40.34%, i.e. there was a toxicity decrease by the anaerobic treatment. In the post-treatment by SBR, a significant reduction of toxicity was found and the effluent could be classified as non-toxic. However, the UV/H2O2 AOP increased the toxicity, in other words the EC50 decreased to 20.17%, being classified as very toxic. The effect of H2O2 concentration on the ecotoxicological test with D. magna was assessed and showed high toxicity of the residual peroxide, in all dilutions tested, causing death of 100% of the exposed organisms. Therefore, the studies indicated that although the H2O2/UV advanced oxidation process (AOP) has a good prospect for application on recalcitrant compounds, the peroxide residual has to be carefully monitored, not only because it increases the wastewater COD but also because it increases the effluent toxicity. As a general conclusion of this research, it was possible to show the great importance of acute and chronic ecotoxicological tests for the biomonitoring of pollution sources located in CearÃ, and also for a better understanding of biological and non-biological processes applied to wastewater treatment.
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Grosjean, Nicolas. "Oxydation par voie humide catalytique d’effluents industriels : catalyseurs métaux nobles supportés." Thesis, Lyon 1, 2010. http://www.theses.fr/2010LYO10021.
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L’industrie produit de grandes quantités d’effluents aqueux qu’il convient de traiter. Des traitements alternatifs aux procédés biologiques doivent être développés pour certains effluents toxiques et/ou non biodégradables. L’oxydation en voie humide catalytique repose sur l’action de l’oxygène sur les polluants en phase aqueuse à haute température et haute pression. Préalablement à cette étude, des catalyseurs au Ru ou Pt supportés sur ZrO2 ou TiO2très actifs et très stables pour l’OVHC de polluants modèles et de quelques effluents réels ont été développés. Ce travail a examiné ces catalyseurs sur d’autres effluents réels : un effluent provenant d’une unité de production de membranes contenant du glycérol et du DMF, uneffluent de sauce de couchage provenant de l’industrie papetière et un concentrât de lixiviatde décharge. Les catalyseurs se sont révélés très actifs et stables pour la minéralisation du glycérol, mais une forte lixiviation a été observée lors de l’OVHC du DMF du fait de la présence d’amines. L’oxydation de l’effluent de sauce de couchage permet de minéraliser la charge organique, facilitant le recyclage de la charge minérale, avec une amélioration accrue de la biodégradabilité du surnageant en présence des catalyseurs. Enfin, l’ajout de catalyseurs lors de l’OVH du concentrât de lixiviat de décharge permet d’améliorer sa minéralisation et d’éliminer totalement les ions ammoniumIndustries produce huge volumes of effluents which need to be treated before disposal.Alternative treatments to the more classical biological techniques are required in the case oftoxic and/or non biodegradable effluents. The wet air oxidation (WAO) and catalytic wet airoxidation (CWAO) are based on the reaction of an oxidant (oxygen) with the pollutants in aqueous phase at high temperature and pressure. Ru or Pt catalysts supported on zirconium and titanium oxides were previously shown to be highly active and stable in the CWAO of awide range of model compounds and real complex effluents. These catalysts were evaluated in the CWAO of problematic effluents: one containing glycerol and DMF, one paper coatingslip effluent and one concentrated landfill leachate. The catalysts showed high activity and stability in the CWAO of glycerol, while the metal leached upon DMF CWAO due to the presence of amines. WAO leads to the partial mineralization of the organic load in paper coating slip, allowing an easy separation recycling of mineral pigments, with an improved biodegradability of the supernatant with the use of a catalyst. The use of a catalyst upon landfill leachate WAO leads higher COT conversion and complete ammonia elimination
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Pauli, Aline Roberta de. "Tratamento em duas fases na purificação de efluentes de lixiviados pela integração dos processos de eletrocoagulação e oxidação biológica." Universidade Estadual do Oeste do Paraná, 2018. http://tede.unioeste.br/handle/tede/3578.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES
This work aims to remove efficiently organic and inorganic pollutants from a municipal sanitary landfill leachate effluent (SLLE) through of the integrated purification treatment application, composed by the electrocoagulation (ECP) and biological oxidation processes (BOP), looking for the drastic drop on the toxicity. In the first treatment phase, an ECP-based reactor was constructed consisting in a series of 6 aluminum electrode, providing an effective area of 350 cm2 and a useful volume of 1,0 L. In the framework of the response surface methodology (RSM), a 3³ complete factorial experimental design (CFED) at three levels of the three ECP important parameters: initial pH, electric current density (ECD) and electrolysis time (ET) was regarded. A set of responses related to the ECP treatment, such as, the reduction of color, turbidity, COD and iron concentration, was interpreted within the RSM. Additionally, the Analysis of Variance (ANOVA was applied to assess the quality of the second-order polynomial mathematical models that were adjusted to the CFED data. Keeping fixed the best ECP condition (pH and ECD) for the pollutant removals, a set of kinetic tests was carried out regarding a wide range of ET values. The toxicity of ECP treated samples was assessed by the application of bioassays based on the mortality level of the brine shrimp (Artemia salina) and the germination of Lactuca sativa seeds. The toxicity level was assessed by a statistical estimation of the median lethal concentration (LC50) through the application of bioassays with Artemia salina and Lactuca sativa. The biodegradability index by applying the Zahn Wellens test was also assessed. Keeping fixed the ECP condition for which was obtained the lowest toxicity and the highest biodegradability index, the second phase of treatment by BOP was performed. In this regard, a biological reactor with a useful volume of 3.5 L was adjusted to operate keeping fixed the condition of pH 7, temperature of 33 oC and dissolved oxygen of 50%. A relation food/microorganism of one was considered. After that, the residual ammonia in samples was completely removed applying the stripping method (air injection of 50 Lh-1). From the CFED data related to the first treatment phase, the best ECP condition was found by setting the pH at 5, ET at 120 min and ECD at 128.57 Am-2 for which was obtained the maximum removal of 99, 98, 68 e 99% for color, turbidity, COD and iron concentration, respectively. From the kinetic tests, it was possible to verify that the application of the ECP has actually reduced the SLLE toxicity being an ET of 5 min enough to achieve the minimum time required to obtain the lowest toxicity index (LC50 of 43%) that was found in both biotests. The highest biodegradability index was found when an ET value of 45 min. was regarded. The second POB treatment has showed a significant performance on removals of the organic parameters, with values of 95% and 89% for COD and DOC, respectively. Because of achieving an almost 100% removal of the ammoniacal nitrogen, the main result was the substantial improvement on the LC50 value about of 95%, as suggested by the A. salina biotest. Thus, although there were small amounts of pollutants after both treatments (PEC and POB), an almost total toxicity depletion.
Este trabalho, tem como objetivo remover eficientemente os poluentes orgânicos e inorgânicos de efluente de lixiviado proveniente de aterro sanitário municipal mediante a aplicação do tratamento de purificação integrado composto pelos Processos de Eletrocoagulação (PEC) e Oxidação Biológica (POB), visando especificamente a queda da toxicidade e o cumprimento da condição ambientalmente segura para o descarte final em corpos hídricos. Para o PEC, construiu-se um reator com 6 eletrodos de alumínio, tendo uma área efetiva de 350 cm2 e um volume efetivo de efluente de 1,0 L. No contexto da Metodologia de Superfícies de Resposta (MSR), foi proposto um planejamento experimental 3³, variando-se três parâmetros importante do PEC: pH inicial, Densidade de Corrente Elétrica (DCE) e Tempo de Eletrólise (TE). As respostas ao tratamento por PEC (cor, turbidez, DQO e concentração de ferro) foram interpretadas dentro da MSR, verificando pela Análise de variância (ANOVA) a qualidade da representatividade dos modelos matemáticos, polinomiais de segunda ordem, ajustados aos dados. Mantendo fixa a melhor condição de remoção de poluentes pelo PEC quanto ao pH e DCE, experimentos cinéticos foram realizados considerando um amplo intervalo de TE. O nível de toxicidade foi inferido a partir da estimativa estatística da concentração letal mediana (CL50) mediante a aplicação de biotestes utilizando o microcrustáceo Artemia salina e sementes de Lactuca sativa. Avaliou-se o índice de biodegradabilidade, segundo o teste de Zahn Wellens. Na menor toxicidade e o maior índice de biodegradabilidade do lixiviado tratado pelo PEC foi realizada a aplicação da segunda fase de tratamento por POB. Para tanto, foi ajustado o reator biológico, com volume útil de 3,5 L a operar, de forma controlada, na condição de pH 7, temperatura de 33 oC e oxigênio dissolvido de 50%. Utilizou-se uma relação alimento/microrganismo igual a um. Após a realização da integração dos processos, foi feita a remoção de amônia residual do efluente pelo método de arraste (injeção de ar a 50 Lh-1). Da análise do planejamento da primeira fase de tratamento, encontrou-se a melhor condição do PEC no valor de pH igual a 5; TE em 120 min e DCE em 128,57 Am-2 cujo efeito foi a obtenção da máxima remoção de 99, 98, 68 e 99% na cor, turbidez, DQO e concentração de ferro, respectivamente. A partir dos testes cinéticos, foi possível verificar que o PEC reduziu consideravelmente a toxicidade, sendo o TE de 5 minutos a condição de menor toxicidade (CL50 de 43%) que foi encontrada por ambos os biotestes. O índice de biodegradabilidade do efluente de lixiviado tratado teve um aumento de aproximadamente 20% em relação ao efluente bruto para todos os tempos de tratamento por PEC; porém, o maior índice de biodegradabilidade foi encontrado quando houve um TE de 45 minutos. O segundo tratamento por POB apresentou expressiva remoção dos parâmetros orgânicos, sendo obtidas remoções de 95% e 89% para a DQO e o COD, respectivamente. Após a aplicação do processo de arraste de amônia, uma remoção de quase 100% do nitrogênio amoniacal foi alcançada, obtendo uma a CL50 da ordem de 95%, como revelada pelo bioteste com A. salina. Portanto, embora houvesse quantidades pequenas de poluentes após ambos os tratamentos (PEC e POB), atingiu-se a quase total depleção da toxicidade.
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Ju, Lee Chun, and 李俊儒. "Photo-induced Colorization Behavior of Inorganic Leachates from Industrial Waste Laandfill." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/35936479146354749842.
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碩士國立屏東科技大學
環境工程與科學系
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Abstract This study investigates the leachate from an inorganic and uncombustible industrial waste landfill in the southern Taiwan. The leachate was treated with neutralization, coagulation and sedimentation processes before discharged. This study was focus on the colorization behavior of the leachate after a irradiation to sun. Leachate samples were collected and irradiate to UV, solar, and incandescent lamp to 1-336 hours, and sampling time was 24 hours pre one sample. Experimental results indicated that the control leachate samples(without irradiate)had a maximum adsorption peak at 295 nm. Fluorescent spectrum results indicated that the maximum excitation and emission wavelengths were at 295 and 425nm,respectively. The colority of leachates decreases as increasing light irradiate. Analysises of UV/VIS, fluorescent spectrum, and FT-IR, have resulted that the colorization of leachate might be induced by the de-HX reaction of fulvic acids in the leachate after lighting of solar.
Books on the topic "Industrial leachates"
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Jones, L. W. Study of codisposed municipal and treated/untreated industrial wastes. Cincinnati, OH: U.S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, 1985.
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Jones, L. W. Study of codisposed municipal and treated/untreated industrial wastes. Cincinnati, OH: U.S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, 1985.
Find full textBook chapters on the topic "Industrial leachates"
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Benfenati, E., E. Porazzi, and M. Pardo Martinez. "Organic Contaminants in Leachates from Industrial Waste Landfills." In The Handbook of Environmental Chemistry, 71–97. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/b97176.
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Joutti, A., E. Schultz, E. Tuukkanen, and K. Vaajasaari. "Industrial waste leachates: toxicity detection with microbiotests and biochemical tests." In New Microbiotests for Routine Toxicity Screening and Biomonitoring, 347–55. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/978-1-4615-4289-6_40.
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Weber, B., and F. Holz. "Landfill Leachate Treatment by Reverse Osmosis." In Effective Industrial Membrane Processes: Benefits and Opportunities, 143–54. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3682-2_10.
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Jinadasa, K. B. S. N., T. A. O. K. Meetiyagoda, and Wun Jern Ng. "Solid Waste (SW) Leachate Treatment using Constructed Wetland Systems." In Constructed Wetlands for Industrial Wastewater Treatment, 263–82. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119268376.ch13.
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Peters, Th A. "Purification of Landfill Leachate with Reverse Osmosis and DT-Module." In Membrane Technology: Applications to Industrial Wastewater Treatment, 175–85. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0211-7_11.
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Nolasco, Marcelo A., Gabriela Ribeiro L. da Silva, and Vitor Cano. "An Overview of Process and Technologies for Industrial Wastewater and Landfill Leachate Treatment." In Water and Wastewater Management, 129–41. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-95288-4_11.
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F. O’Dwyer, Thomas, Bashir Ghanim, Ronan Courtney, Ashlene Hudson, J. Tony Pembroke, and John G. Murnane. "Sustainable Treatment of Acidic and Alkaline Leachates from Mining and Industrial Activities: Current Practice and Future Perspectives." In Wastewater Treatment [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.103889.
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Water resources are under continued pressure from anthropogenic sources, including acidic waste from abandoned mine sites and alkaline waste from a variety of industrial activities. Large quantities of mine and industrial wastes are typically stored in tailings facilities which can generate significant quantities of leachates due to weathering. If released untreated to the aquatic environment these have the potential to contaminate surface and ground waters. In addition, generation of leachates from abandoned or closed sites presents a major long-term environmental challenge where the generation of leachates is expected to continue for decades if not centuries post closure. An overview of leachate production and associated treatment technologies are described, with an emphasis on passive and potentially sustainable technologies. Measures to prevent the formation of acidic leachates and the potential for resource recovery from acidic and alkaline wastes and leachates are also discussed. Finally, technologies that require further development for long term and sustainable treatment are highlighted.
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Salam, Menaka, and Namdol Nilza. "Hazardous Components of Landfill Leachates and Its Bioremediation." In Soil Contamination [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.94890.
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Landfill leachates contain both dissolved and suspended material and may pose a threat to the environment because of the toxic substances that it carries and contaminates surface water and groundwater. They are composed of several different categories of components out of which many of them are recalcitrant and highly toxic. Major components of landfill leachates are dissolved organic compounds, inorganic macro compounds, heavy metals such as copper, lead, cadmium, chromium, nickel etc. and xenobiotic compounds such as polychlorinated biphenyls. Complex organic compounds which are released from industrial effluents like perfluorooctanoic acid and benzothiazole are also common in many of the landfill leachates. Biological treatment is a low cost effective method for the treatment of landfill leachates which can act as an accelerator for further treatment by either chemical or physical method. Improved strategies have been developed in the biological treatment of leachates which shows the efficiency of the system. But, as leachate characteristics vary depending on the rainfall and other environmental factors, it is important to first thoroughly analyze the physical and chemical properties of the landfill under study. A combined effort involving proper analysis of the leachate components, monitoring leachate flow, risk assessment, and treatment of the leachate before its release is required to efficiently control its impact to the environment.
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Sartaj, Majid, Leta Fernandes, and Normand Castonguay. "Treatment of Leachate from a Landfill Receiving Industrial, Commercial, Institutional, and Construction/Demolition Wastes in an Engineered Wetland." In Constructed Wetlands for the Treatment of Landfill Leachates, 165–74. CRC Press, 2018. http://dx.doi.org/10.1201/9781315140230-10.
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Val del Río, Ángeles, Alba Pedrouso Fuentes, Elisa Amanda Giustinianovich, José Luis Campos Gomez, and Anuska Mosquera-Corral. "Anammox Process." In Technologies for the Treatment and Recovery of Nutrients from Industrial Wastewater, 264–89. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-1037-6.ch010.
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Application of anammox based processes is nowadays an efficient way to remove nitrogen from wastewaters, being good alternative to the conventional nitrification-denitrification process. This chapter reviews the possible configurations to apply the anammox process, being special attention to the previous partial nitritation, necessary to obtain the adequate substrates for anammox bacteria. Furthermore a description of the main technologies developed and patented by different companies was performed, with focus on the advantages and bottlenecks of them. These technologies are classified in the chapter based on the type of biomass: suspended, granular and biofilm. Also a review is presented for the industrial applications (food industry, agricultural wastes, landfill leachates, electronic industry, etc.), taking into account full scale experiences and laboratory results, as well as microbiology aspects respect to the anammox bacteria genera involved. Finally the possibility to couple nitrogen removal, by anammox, with phosphorus recovery, by struvite precipitation, is also evaluated.
Conference papers on the topic "Industrial leachates"
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Kamei, G., W. R. Alexander, I. D. Clark, P. Degnan, M. Elie, H. Khoury, A. E. Milodowski, A. F. Pitty, E. Salameh, and J. A. T. Smellie. "Natural Analogues of Cement: Overview of the Unique Systems in Jordan." In ASME 2010 13th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2010. http://dx.doi.org/10.1115/icem2010-40063.
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In many radioactive waste repository designs, cement-based materials are expected to dominate the repository and models of cement evolution predict that leaching of the cementitious material in the repository by groundwater will produce an initial stage of hyperalkaline (pH∼13.3) leachates, dominated by alkali hydroxides, followed by a longer period of portlandite and C-S-H (CaO-SiO2-H2O) buffered (pH∼12.5) leachates. It has also been predicted that, as the hyperalkaline porewater leaches out of the near-field, significant interaction with the repository host rock and bentonite buffer and backfill may occur. This could possibly lead to deterioration of those features for which the host rock formation and bentonite were originally chosen (e.g. low groundwater flux, high radionuclide retardation capacity etc). The precise implications of cement leachate/repository host rock interaction has been studied in the laboratory and in underground research laboratories (URLs) and this work has been supported by study of natural cements in Jordan. These natural cements have been produced by the combustion of organic-rich clay biomicrites and are very close analogues of industrial cement. Following interaction with groundwaters, natural hyperalkaline leachates are produced and these move out of the cement into the surrounding host rock, subsequently interacting with and altering it.
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Papaslioti, Evgenia Maria, Laurent Charlet, and Philippe Le Bouteiller. "Immobilisation of contaminants by industrial magnetite in acidic, phosphate-rich waste leachates." In Goldschmidt2022. France: European Association of Geochemistry, 2022. http://dx.doi.org/10.46427/gold2022.11048.
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Burlakovs, Juris, Ruta Ozola-Davidane, and Maris Klavins. "INNOVATIVE COMPOSITE SORBENTS FOR ORGANIC AND INORGANIC POLLUTANTS REMOVAL FROM AQUEOUS SOLUTIONS IN LANDFILL LEACHATES." In International Scientific Conference “EcoBalt 2021”. University of Latvia Press, 2021. http://dx.doi.org/10.22364/isceb.2021.01.
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The study reveals the development of appropriate innovative sorbents based on clay material for arsenic and p-nitrophenol sorption using iron oxy-hydroxide and surfactant modification. Natural and manufactured clay were chosen for comparison of modification efficiency to obtain the best sorption results for As (V) and p-nitrophenol. Obtained results indicate that modification of clay with iron compounds and various surfactants significantly improve the sorption capacity of newly developed materials used for sorption of inorganic and organic compounds from aqueous solutions in landfill leachates.Natural clay minerals have received a lot of attention as potential sorbents, because of their abundance, cost-effectiveness, high sorption and ion-exchange properties [1]. Clay minerals can be modified using different approaches to obtain innovative materials for application as sorbents in the removal of inorganic and organic pollutants from leachates, wastewater, groundwater and soil [2, 3]. Modification with surfactants improves hydrophobization needed if interaction with low polarity organic molecules is necessary, but chemical modification with inorganic species, e.g., hydrated iron supports the physical improvement of sorption and ion exchange process in order to benefit the treatment of media from inorganic pollutants [4]. Materials achieved better properties for specific remedial applications regarding heavy metals and metalloids, prepared organoclays from hydrophilic montmorillonite by intercalating cationic or nonionic surfactants can interact with organic molecules of differing polarity and serve as immobilizers for organic molecules and toxicants, e.g., phenols and NOCs. Further studies will reveal improved properties to benefit landfill leachate treatment, wastewater engineering and environmental remediation industries.
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Salleh, Nur Fatin Dahlia Mat, and Ku Halim Ku Hamid. "Effect of rainfall on aged landfill leachate constituents." In 2013 IEEE Business Engineering and Industrial Applications Colloquium (BEIAC). IEEE, 2013. http://dx.doi.org/10.1109/beiac.2013.6560127.
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Kalabová, Marta, Joanna Renshaw, Susan Cumberland, and John MacDonald. "Water to rock? Tufa formation for capture of contaminants in industrial waste leachate." In Goldschmidt2021. France: European Association of Geochemistry, 2021. http://dx.doi.org/10.7185/gold2021.7221.
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Musa, Mohibah, Ku Halim Ku Hamid, Miradatul Najwa Muhd Rodhi, and Juferi Idris. "Removal of ammoniacal nitrogen ion in old landfill leachate by using biological stripping column." In 2013 IEEE Business Engineering and Industrial Applications Colloquium (BEIAC). IEEE, 2013. http://dx.doi.org/10.1109/beiac.2013.6560150.
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Ribeiro, A., C. Vilarinho, J. Araújo, and J. Carvalho. "Development of an Integrated Process for Eggshell Valorization." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-38836.
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The current global trend towards more stringent environmental standards, technical applicability and cost-effectiveness, became key factors in the selection of adsorbents. After demonstrating the performance of eggshell-derived adsorbent under a range of lab operating conditions, this work focused the adsorption efficiency of calcined eggshell powder (CEP), in the treatment of wastewaters from different industrial units. In order to do it, the removal of organic material, expressed as chemically oxygen demand (COD), was monitored in leachate wastewaters from sanitary landfill (LLWW) and in municipal residual wastewaters (MWW). Furthermore, the efficiency of alkaline metals removal, specifically from effluents of industrial unites from superficial treatments, was also assessed. A detailed study of the eggshell characteristics, before and after the adsorption process, was carried out, aiming at investigate the adsorption mechanism underlying the removal of different pollutants. Results demonstrate that adsorption of organic material and metals in the CEP, go around 84% of organic material removal in MWW and 81% in LLWW. Finally, a removal of 95% of aluminium (Al) from MWW, deriving from anodizing industrial plant, and a removal of 88% copper (Cu), 95% chromium (Cr) and 30% nickel (Ni) from effluents of superficial treatments produced in Ni/Cr plating plants, were also determined This suggests that CEP adsorbent is appropriated to wastewaters treatment with high contents of organic matter and heavy metals, from different aqueous systems or different industries. The application of this adsorbent in this methodology showed good cost-benefits ratio, proving that it can be an effective alternative to activated carbon. However, aiming the progress and sustainability of the whole eggshell valorisation, we are further optimizing, testing and developing new techniques and products to recover the organic fraction of the eggshell through the reclamation of several bioactive peptides derived from hydrolysis of different proteins that constitute these residues. These products are intended to be introduced in the food, cosmetic and pharmaceutical markets.
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He, Yating, Jiaxin Geng, and Pengfei Yu. "The Effect of Operating of A modified Upflow Anaerobic Sludge Blanket for Landfill Leachate Treatment." In 2015 International Conference on Advances in Mechanical Engineering and Industrial Informatics. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/ameii-15.2015.350.
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Hassan, Najmaldin Ezaldin, and Mustafa Ismail Umer. "Improving physicochemical properties of municipal solid waste landfill leachate by aeration and filtration in Kwashe industrial area in Iraqi Kurdistan Region." In 3RD INTERNATIONAL CONFERENCE ON ENERGY AND POWER, ICEP2021. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0107994.
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Prasanna, K., R. Shiam Babu, and G. S. Suprajha. "Adsorption study on leachate generated at the Gummidipoondi hazardous landfill site using groundnut shell and mango seed powder in sequential batch reactor." In INTELLIGENT SYSTEMS: A STEP TOWARDS SMARTER ELECTRICAL, ELECTRONIC AND MECHANICAL ENGINEERING: Proceedings of 2nd International Conference on Industrial Electronics, Mechatronics, Electrical and Mechanical Power (IEMPOWER), 2021. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0102988.
Full textReports on the topic "Industrial leachates"
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Litaor, Iggy, James Ippolito, Iris Zohar, and Michael Massey. Phosphorus capture recycling and utilization for sustainable agriculture using Al/organic composite water treatment residuals. United States Department of Agriculture, January 2015. http://dx.doi.org/10.32747/2015.7600037.bard.
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Objectives: 1) develop a thorough understanding of the sorption mechanisms of Pi and Po onto the Al/O- WTR; 2) determine the breakthrough range of the composite Al/O-WTR during P capturing from agro- wastewaters; and 3) critically evaluate the performance of the composite Al/O-WTR as a fertilizer using selected plants grown in lysimeters and test-field studies. Instead of lysimeters we used pots (Israel) and one- liter cone-tainers (USA). We conducted one field study but in spite of major pretreatments the soils still exhibited high enough P from previous experiments so no differences between control and P additions were noticeable. Due to time constrains the field study was discontinued. Background: Phosphorous, a non-renewable resource, has been applied extensively in fields to increase crop yield, yet consequently has increased the potential of waterway eutrophication. Our proposal impetus is the need to develop an innovative method of P capturing, recycling and reuse that will sustain agricultural productivity while concurrently reducing the level of P discharge from and to agricultural settings. Major Conclusions & Achievements: An innovative approach was developed for P removal from soil leachate, dairy wastewater (Israel), and swine effluents (USA) using Al-based water treatment residuals (Al- WTR) to create an organic-Al-WTR composite (Al/O-WTR), potentially capable of serving as a P fertilizer source. The Al-WTR removed 95% inorganic-P, 80% to 99.9% organic P, and over 60% dissolved organic carbon from the agro-industrial waste streams. Organic C accumulation on particles surfaces possibly enhanced weak P bonding and facilitated P desorption. Analysis by scanning electron microscope (SEM- EDS), indicated that P was sparsely sorbed on both calcic and Al (hydr)oxide surfaces. Sorption of P onto WW-Al/O-WTR was reversible due to weak Ca-P and Al-P bonds induced by the slight alkaline nature and in the presence of organic moieties. Synchrotron-based microfocused X-ray fluorescence (micro-XRF) spectrometry, bulk P K-edge X-ray absorption near edge structure spectroscopy (XANES), and P K-edge micro-XANES spectroscopy indicated that adsorption was the primary P retention mechanism in the Al- WTR materials. However, distinct apatite- or octocalciumphosphatelike P grains were also observed. Synchrotron micro-XRF mapping further suggested that exposure of the aggregate exteriors to wastewater caused P to diffuse into the porous Al-WTR aggregates. Organic P species were not explicitly identified via P K-edge XANES despite high organic matter content, suggesting that organic P may have been predominantly associated with mineral surfaces. In screen houses experiments (Israel) we showed that the highest additions of Al/O-WTR (5 and 7 g kg⁻¹) produced the highest lettuce (Lactuca sativa L. var. longifolial) yield. Lettuce yield and P concentration were similar across treatments, indicating that Al/O- WTR can provide sufficient P to perform similarly to common fertilizers. A greenhouse study (USA) was utilized to compare increasing rates of swine wastewater derived Al/O-WTR and inorganic P fertilizer (both applied at 33.6, 67.3, and 134.5 kg P₂O₅ ha⁻¹) to supply plant-available P to spring wheat (TriticumaestivumL.) in either sandy loam or sandy clay loam soil. Spring wheat straw and grain P uptake were comparable across all treatments in the sandy loam, while Al/O-WTR application to the sandy clay loam reduced straw and grain P uptake. The Al/O-WTR did not affect soil organic P concentrations, but did increase phosphatase activity in both soils; this suggests that Al/O-WTR application stimulated microorganisms and enhance the extent to which microbial communities can mineralize Al/O-WTR-bound organic P. Implications: Overall, results suggest that creating a new P fertilizer from Al-WTR and agro-industrial waste sources may be a feasible alternative to mining inorganic P fertilizer sources, while protecting the environment from unnecessary waste disposal.