Journal articles on the topic 'Treatment of landfill leachate- Carbon and nitrogen derivatives'

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1

Wu, Denghua. "Research of landfill leachate treatment based on anammox." E3S Web of Conferences 233 (2021): 02006. http://dx.doi.org/10.1051/e3sconf/202123302006.

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Landfill leachate has the characteristics of high ammonia nitrogen content, high concentration of organic matter and low carbon nitrogen ratio. Traditional biological treatment technology is difficult to meet the increasingly stringent emission standards. Ammonia nitrogen is the main pollutant in landfill leachate. The ammonia-nitrogen-rich leachate not only poses a threat to the surrounding environment, but also has adverse effects on the subsequent biological treatment of leachate. Anaerobic ammonium oxidation (Anammox) is a new biological denitrification technology, which has the advantages
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Li, Ye, Fan Tang, Dan Xu, and Bing Xie. "Advances in Biological Nitrogen Removal of Landfill Leachate." Sustainability 13, no. 11 (2021): 6236. http://dx.doi.org/10.3390/su13116236.

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With the development of economy and the improvement of people’s living standard, landfill leachate has been increasing year by year with the increase in municipal solid waste output. How to treat landfill leachate with high efficiency and low consumption has become a major problem, because of its high ammonia nitrogen and organic matter content, low carbon to nitrogen ratio and difficult degradation. In order to provide reference for future engineering application of landfill leachate treatment, this paper mainly reviews the biological treatment methods of landfill leachate, which focuses on t
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Maris, P. J., D. W. Harrington, and F. E. Mosey. "Treatment of Landfill Leachate; Management Options." Water Quality Research Journal 20, no. 3 (1985): 25–42. http://dx.doi.org/10.2166/wqrj.1985.026.

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Abstract Three management options for the treatment of leachate from landfilled domestic solid waste have been evaluated. Research results show that leachate can be treated effectively in aerobic systems, with high organic carbon and ammoniacal nitrogen removals of >90% and >85% respectively. Optimum SRT of about 10 days is required. Anaerobic treatment (UASB) with HRT's of between 1.0 and 4.0 days results in COD destruction of about 85% with high methane production (400-600 mg/g COD removed) and provides an intermediate effluent suitable for polishing to a high standard. Recircu
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4

Iwami, N., A. Imai, Y. Inamori, and R. Sudo. "Treatment of a Landfill Leachate Containing Refractory Organics and Ammonium Nitrogen by the Microorganism-Attached Activated Carbon Fluidized Bed Process." Water Science and Technology 26, no. 9-11 (1992): 1999–2002. http://dx.doi.org/10.2166/wst.1992.0646.

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The microorganism-attached activated carbon fluidized bed (MAACFB) process was applied to treat a landfill leachate containing refractory organics and a high concentration of ammonium nitrogen. The MAACFB process removed about 60 % and 70 % of refractory organics and nitrogen, respectively, from the landfill leachate simultaneously and steadily over a more than 700 days of operation period. A mass balance on organics around the MAACFB process revealed that more than 90 % of the removed organics may be biodegraded. It was suggested that the MAACFB process is highly effective in biodegrading the
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Deng, Weifeng, Litao Wang, Lang Cheng, Wenbo Yang, and Dawen Gao. "Nitrogen Removal from Mature Landfill Leachate via Anammox Based Processes: A Review." Sustainability 14, no. 2 (2022): 995. http://dx.doi.org/10.3390/su14020995.

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Mature landfill leachate is a complex and highly polluted effluent with a large amount of ammonia nitrogen, toxic components and low biodegradability. Its COD/N and BOD5/COD ratios are low, which is not suitable for traditional nitrification and denitrification processes. Anaerobic ammonia oxidation (anammox) is an innovative biological denitrification process, relying on anammox bacteria to form stable biofilms or granules. It has been extensively used in nitrogen removal of mature landfill leachate due to its high efficiency, low cost and sludge yield. This paper reviewed recent advances of
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Deng, Li Fang, Hao Ran Yuan, Hong Yu Huang, and Yong Chen. "Municipal Solid Waste Leachate Treatment Using Microbial Fuel Cell." Advanced Materials Research 610-613 (December 2012): 2361–66. http://dx.doi.org/10.4028/www.scientific.net/amr.610-613.2361.

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Leachate is a high concentration organic wastewater, and microbial fuel cell (MFC) is capable of decomposing and treating organic pollutants directly. Single-chamber MFC using landfill leachate as anolyte was built to get rid of BOD and ammonia-nitrogen organic pollutant in leachate. The use of MFC led to the treatment of the biodegradable organic pollutant of municipal solid waste leachate and the production of electricity. The biofilm was detected on the MFC anode carbon felt, the voltage and power output were achieved 292.7± 5 mV and 2375.1mW.m-2. The suitable running time was about 10 days
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Annepogu, Nitesh Babu, Pascal F. Beese-Vasbender, Himanshu Himanshu, Christian Wolf, and Astrid Rehorek. "Co-Treatment of Landfill Leachate and Liquid Fractions of Anaerobic Digestate in an Industrial-Scale Membrane Bioreactor System." Processes 10, no. 6 (2022): 1140. http://dx.doi.org/10.3390/pr10061140.

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The management of the liquid fraction of digestate produced from the anaerobic digestion of biodegradable municipal solid waste is a difficult affair, as its land application is limited due to high ammonium concentrations and the municipal waste that water treatment plants struggle to treat due to high pollutant loads. The amount of leachate and the pollutant load in the leachate produced by landfills usually decreases with the time, which increases the capacity of landfill leachate treatment plants (LLTPs) to treat additional wastewater. In order to solve the above two challenges, the co-trea
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Vigneron, V., T. Bouchez, C. Bureau, et al. "Leachate pre-treatment strategies before recirculation in landfill bioreactors." Water Science and Technology 52, no. 1-2 (2005): 289–97. http://dx.doi.org/10.2166/wst.2005.0530.

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Nitrified leachate recirculation represents a promising strategy for a more sustainable landfill management. Our objective was to determine the reactions involved in nitrate reduction in municipal solid waste batch biodegradation tests. Anaerobic digestion of waste in the three control reactors showed a good reproducibility. In two test reactors, nitrate was added at various moments of the waste degradation process. We observed that: (1) H2S concentration controlled the nitrate reduction pathway: above a certain threshold of H2S, dissimilatory nitrate reduction to ammonium (DNRA) replaced deni
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Turan, Abdullah Zahid, and Mustafa Turan. "A review on the application of nanoporous zeolite for sanitary landfill leachate treatment." Water Science and Technology 84, no. 12 (2021): 3425–41. http://dx.doi.org/10.2166/wst.2021.468.

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Abstract This review deals with low-cost nanoporous zeolites for the treatment of sanitary landfill leachate. Organic contaminants and ammoniacal nitrogen are significant parameters in landfill leachate treatment. Adsorption processes are regarded as promising alternative treatment options in this respect. Zeolites are aluminosilicate materials that are widely used in separation, filtration, adsorption and catalysis. Natural zeolite is a low-cost and readily available form of zeolite and is a promising candidate to be used as an ion-exchange material for ammonia and other inorganic pollutant re
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Le, Son Thanh, and Khai Cao LE. "REDUCTION OF COD IN NAM SON LANDFILL LEACHATE BY ELECTRO-FENTON AS SECONDARY TREATMENT AFTER ELECTROCOAGULATION PRETREATMENT." Vietnam Journal of Science and Technology 57, no. 6 (2019): 724. http://dx.doi.org/10.15625/2525-2518/57/6/13883.

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Landfill leachate is a high-strength wastewater that is most difficult to deal with because the fluctuating of composition and quality as well as high concentration of specific pollutants (PAH, PCBs, heavy metals) and very high ammonia nitrogen and COD concentrations. So, after a pre-treatment as electrocoagulation, over 73% of COD has been treated from Nam Son landfill leachate, however the output value of COD still exceeds the QCVN 40:2011/BTNMT, column B. So, an electro-fenton process was employed to secondarily treat Nam Son landfill leachate, after an electrocoagulation pre-treatment. Thi
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11

Koenig, A., and L. H. Liu. "Autotrophic denitrification of landfill leachate using elemental sulphur." Water Science and Technology 34, no. 5-6 (1996): 469–76. http://dx.doi.org/10.2166/wst.1996.0584.

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One of the most economical means of nitrogen removal from leachate is biological treatment by nitrification, followed by heterotrophic denitrification. An alternative biological denitrification process is autotrophic denitrification using Thiobacillus denitrificans. This autotrophic bacteria oxidizes elemental sulphur to sulphate while reducing nitrate to elemental nitrogen gas, thereby eliminating the need for addition of organic carbon compounds. For this study, pilot-scale elemental sulphur packed bed columns with fixed-film denitrification have been selected as the most suitable treatment
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Hasar, Halil, Ubeyde Ipek, and Cumali Kinaci. "Joint treatment of landfill leachate with municipal wastewater by submerged membrane bioreactor." Water Science and Technology 60, no. 12 (2009): 3121–27. http://dx.doi.org/10.2166/wst.2009.748.

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Young leachate was a high strength wastewater with regard to carbon and nitrogen matter, and up to now many researchers have focused on a number of treatment methods to treat the leachate. By using various treatment processes, joint treatment of leachate with domestic wastewater, resulted from same community, is one of the most significant methods because domestic wastewater has either larger mass or lower strength than leachate. In this study, a submerged membrane bioreactor (sMBR) was used for treatment of blending wastewater, including differential mixture ratios of domestic wastewater and
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13

Shehzad, Areeb, Mohammed J. K. Bashir, Sumathi Sethupathi, and Jun-Wei Lim. "Simultaneous Removal of Organic and Inorganic Pollutants From Landfill Leachate Using Sea Mango Derived Activated Carbon via Microwave Induced Activation." International Journal of Chemical Reactor Engineering 14, no. 5 (2016): 991–1001. http://dx.doi.org/10.1515/ijcre-2015-0145.

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Abstract The present work reveals the preparation and optimization of sea mango based activated carbon (SMAC) by microwave induced KOH activation for the adsorptive removal of organic and inorganic contaminants from the mature anaerobic landfill leachate using response surface methodology (RSM) technique. Chemical oxygen demand (COD) and ammoniacal nitrogen (NH3-N) are the main indicators for organic and inorganic compounds often found in aged landfill leachate. Hence, the treatment of this stabilized landfill leachate is considered to be an essential step prior to its discharge. The leachate
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14

Yusoff, Mohd Suffian, and Noor Aina Mohamad Zuki. "Optimum of Treatment Condition for Artocarpus heterophyllus Seeds Starch as Natural Coagulant Aid in Landfill Leachate Treatment by RSM." Applied Mechanics and Materials 802 (October 2015): 484–89. http://dx.doi.org/10.4028/www.scientific.net/amm.802.484.

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Landfill still remains the most commonly employed treatment for municipal solid waste disposal around the world, which generates a high-strength wastewater with complex constituents referred to as landfill leachate. As consequences, if not properly treated and safely disposed, leachate can migrate into soil and subsoils which might cause severe damage to eco-system of land, surface water and groundwater. Aim of this paper is to establish the optimum parameters of starch-based coagulant as an alternative coagulant to remove suspended solid (SS), colour, turbidity, carbon oxygen demand (COD), an
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15

Jiang, Jinfeng, Liang Ma, Lianjie Hao, Daoji Wu, and Kai Wang. "Comparative Study on Advanced Nitrogen Removal of Landfill Leachate Treated by SBR and SBBR." Water 13, no. 22 (2021): 3240. http://dx.doi.org/10.3390/w13223240.

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In order to achieve advanced nitrogen removal from landfill leachate without the addition of external carbon sources, a Sequencing Batch Reactor (SBR) and a Sequencing Biofilm Batch Reactor (SBBR) were proposed for the treatment of actual landfill leachate with ammonia nitrogen (NH4+-N) and chemical oxygen demand (COD) concentrations of 1000 ± 100 mg/L and 4000 ± 100 mg/L, respectively. The operating modes of both systems are anaerobic–aerobic–anoxic. After 110 days of start-up and biomass acclimation, the effluent COD and the total nitrogen (TN) of the two systems were 650 ± 50 mg/L and 20 ±
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16

Belouhova, M., N. Dinova, I. Yotinov, S. Lincheva, I. Schneider, and Y. Topalova. "FISH investigation of the bacterial groups anammox and Azoarcus-Thauera at treatment of landfill leachate." Bulgarian Chemical Communications Volume 53, Special Issue A (2021): 27–34. http://dx.doi.org/10.34049//bcc.53.a.0004.

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The landfill leachate is heavily polluted wastewater produced in the landfills. The management of the purification of the leachate is especially challenging and that is why new approaches and indicators are needed. The quantity, localization, interaction, clustering of the key microbial groups, responsible for the critical transformation processes can be used as indication leading to better performance of the technology. This study is focused on two bacterial groups (Anammox and Azoarcus-Thauera cluster) which have potential to serve as indicators for the landfill leachate treatment. Their qua
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Shao, Chenjia, Yongyuan Yang, Ze Liu, et al. "Characterization of landfill leachate by spectral-based surrogate measurements during a combination of different biological processes and activated carbon adsorption." Water Science and Technology 81, no. 12 (2020): 2606–16. http://dx.doi.org/10.2166/wst.2020.317.

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Abstract Surrogate measurements based on excitation-emission matrix fluorescence spectra (EEMs) and ultraviolet-visible absorption spectra (UV-vis) were used to monitor the evolution of dissolved organic matter (DOM) in landfill leachate during a combination of biological and physical-chemical treatment consisting of partial nitritation-anammox (PN-Anammox) or nitrification-denitrification (N-DN) combined with granular active carbon adsorption (GAC). PN-Anammox resulted in higher nitrogen removal (81%), whereas N-DN required addition of an external carbon source to increase nitrogen removal fr
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18

Vasel, J. L., H. Jupsin, and A. P. Annachhatre. "Nitrogen removal during leachate treatment: comparison of simple and sophisticated systems." Water Science and Technology 50, no. 6 (2004): 45–52. http://dx.doi.org/10.2166/wst.2004.0358.

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Membrane bioreactors (MBR) have become common in treating municipal wastewaters. Applied to leachates treatment MBR were also successful with pilot scale experiments and full-scale facilities as well. We succeeded previously in designing an efficient nitrificationÐdenitrification process with an ethylene glycol byproduct as carbon source for denitrification. Moreover, an unexpectedly high inert COD removal efficiency was also observed in the full-scale MBR facility thereby making it possible to increase the operating time of the final GAC (Granulated Activated Carbon) adsorber. Since MBR are v
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Yin, Wenjun, Kai Wang, Jingtao Xu, Daoji Wu, and Congcong Zhao. "The performance and associated mechanisms of carbon transformation (PHAs, polyhydroxyalkanoates) and nitrogen removal for landfill leachate treatment in a sequencing batch biofilm reactor (SBBR)." RSC Advances 8, no. 74 (2018): 42329–36. http://dx.doi.org/10.1039/c8ra07839d.

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20

Lanzetta, Anna, Davide Mattioli, Francesco Di Capua, et al. "Anammox-Based Processes for Mature Leachate Treatment in SBR: A Modelling Study." Processes 9, no. 8 (2021): 1443. http://dx.doi.org/10.3390/pr9081443.

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Mature landfill leachates are characterized by high levels of ammoniacal nitrogen which must be reduced for discharge in the sewer system and further treatment in municipal wastewater treatment plants. The use of anammox-based processes can allow for an efficient treatment of ammonium-rich leachates. In this work, two real scale sequencing batch reactors (SBRs), designed to initially perform partial nitritation/anammox (PN/A) and simultaneous partial nitrification and denitrification (SPND) for the treatment of ammonium-rich urban landfill leachate, were modelled using BioWin 6.0 in order to e
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Borzacconi, Liliana, Gisela Ottonello, Elena Castelló, Heber Pelaez, Augusto Gazzola, and María Viñas. "Denitrification in a Carbon and Nitrogen Removal System for Leachate Treatment: Performance of a Upflow Sludge Blanket (USB) Reactor." Water Science and Technology 40, no. 8 (1999): 145–51. http://dx.doi.org/10.2166/wst.1999.0407.

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The performance of a bench scale upflow sludge bed (USB) denitrifying reactor was evaluated in order to integrate it into a C and N removal system for Sanitary Landfill Leachate. The raw leachate used presented COD and NH4-N average values of 30000 mg/l and 1000 mg/l, respectively. The complete system comprises in addition an UASB reactor and a nitrifying RBC. A portion of the aerobic reactor effluent was recycled into the denitrification stage and some raw leachate was also added as an additional C source. In order to obtain operating parameters the denitrifying reactor was operated alone. Sl
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Diamadopoulos, E., P. Samaras, X. Dabou, and G. P. Sakellaropoulos. "Combined treatment of landfill leachate and domestic sewage in a sequencing batch reactor." Water Science and Technology 36, no. 2-3 (1997): 61–68. http://dx.doi.org/10.2166/wst.1997.0483.

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A study was undertaken to examine the feasibility of biologically treating a combined waste stream of landfill leachate and municipal sewage. The ratio of sewage to leachate was 9 to 1 by volume. The combined waste had an average BOD5 430 mg/l, COD 1090 mg/l, and TKN 133 mg/l (80% of which was in the form of ammonia). A laboratory-scale sequencing batch activated sludge reactor was used to carry comparative performance evaluations of biological treatment, including nitrification and denitrification. The SBR reactor was operating in daily time cycles employing the following sequential operation
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Martin, Craig D., and Keith D. Johnson. "The use of extended aeration and in-series surface-flow wetlands for landfill leachate treatment." Water Science and Technology 32, no. 3 (1995): 119–28. http://dx.doi.org/10.2166/wst.1995.0133.

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Recently in the USA, the Solid Waste Industry has undergone specific changes in landfill regulations. The Federal Resource Conservation and Recovery Acts (RCRA); and EPA subtitle D regulations, as well as stringent State regulations, impose minimum criteria for municipal solid waste facilities in the areas of location, operation, groundwater monitoring, and leachate management. In conjunction with these State and Federal mandates the University of West Florida developed a leachate treatment technique utilizing extended aeration and surface-flow constructed wetlands. Sampling of water quality h
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Peng, Bo, Di Qiu, and Xiaogang Wu. "Treatment of Landfill Leachate by Combined Submerged Membrane Bioreactor (SMBR) and Electrochemical Oxidation." Nanoscience and Nanotechnology Letters 12, no. 7 (2020): 953–60. http://dx.doi.org/10.1166/nnl.2020.3185.

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To efficiently treat landfill leachate, we prepared a new integrated submerged membrane bioreactor (SMBR) and oxidation technology. Our results, under organic loading rates of 2.0–2.3 kg COD/(m3 ·d), showed that through SMBR we can acquire removal efficiencies of 91.2% and 87.3% for ammonia and chemical oxygen demand (COD), respectively. A Ti/RuO2–IrO2 anode and stainless-steel cathode combination was engaged to carry out electrochemical oxidation of SMBR permeate. Ammonia and COD were removed after 3 h electrochemical oxidation (at 40 mA/cm2 current density), and achieved 93.5% and 66.9% remo
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Chamem, Oumaima, Johann Fellner, and Moncef Zairi. "Ammonia inhibition of waste degradation in landfills – A possible consequence of leachate recirculation in arid climates." Waste Management & Research: The Journal for a Sustainable Circular Economy 38, no. 10 (2020): 1078–86. http://dx.doi.org/10.1177/0734242x20920945.

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Ammonia inhibition of anaerobic waste degradation has been extensively investigated on a laboratory scale. It is hence well known that at ammonium levels above 2500 mg/l, methanogenic bacteria are inhibited, which leads to both reduced methane (CH4) production and increased organic pollution of the leachate. In the present paper, and for the first time, data on a full-scale landfill indicating ammonia inhibition of waste degradation is presented. The leachate of the landfill is characterized by extremely high concentrations of chloride (up to 70,000 mg/l) and ammonium–nitrogen (up to 20,000 mg
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Hosomi, Masaaki, Inamori Yuhei, Kazuo Matsushige, and Ryuichi Sudo. "Denitrification of Landfill Leachate by the Modified Rotating Biological Contactor (RBC)." Water Science and Technology 23, no. 7-9 (1991): 1477–85. http://dx.doi.org/10.2166/wst.1991.0600.

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In order to remove high-strength nitrogen and organics in landfill leachate simultaneously, the modified RBC which was combined with the standard RBC and the anaerobic biofilter was proposed. The treatability for actual landfill leachate of the standard RBC and the modified RBC was evaluated. The capability of COD removal in the modified RBC is much greater than that in the standard RBC, although both RBCs showed a BOD removal rate of more than 95%. This suggested that the combination method of aerobic and anaerobic treatment was effective in reducing refractory organic compounds. The nitrogen
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Gao, J. L., V. Oloibiri, M. Chys, et al. "Integration of autotrophic nitrogen removal, ozonation and activated carbon filtration for treatment of landfill leachate." Chemical Engineering Journal 275 (September 2015): 281–87. http://dx.doi.org/10.1016/j.cej.2015.04.012.

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28

Setiadi, T., and S. Fairus. "Hazardous waste landfill leachate treatment using an activated sludge-membrane system." Water Science and Technology 48, no. 8 (2003): 111–17. http://dx.doi.org/10.2166/wst.2003.0459.

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This research was aimed to investigate the capability of a combined system of activated sludge and microfiltration processes with backflushing technique to reduce organic carbon and nitrogen compounds in hazardous landfill leachates. The experiments included acclimation, batch and continuous processes. The continuous process was conducted with a 24 hour HRT (Hydraulic Retention Time), and the SRT (Solid Retention Time) ranged from 16 to 36 days. The aeration basin volume was 5 L and the membrane filter used was a hollow fiber module made from polypropylene with pore size of 0.2 μm. The batch p
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Kozub, D. D., and S. K. Liehr. "Assessing Denitrification Rate Limiting Factors in a Constructed Wetland Receiving Landfill Leachate." Water Science and Technology 40, no. 3 (1999): 75–82. http://dx.doi.org/10.2166/wst.1999.0140.

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The focus of this research was to investigate denitrification in constructed wetlands to improve the nitrogen treatment capabilities of these systems. A free water surface flow constructed wetland located at the New Hanover County Solid Waste Management Facility, near Wilmington, North Carolina, USA, was used for this research. Field water sampling in conjunction with a laboratory acetylene block method was used to quantify nitrogen removals in the wetland. Background denitrification rates as well as potential denitrification rates using sodium acetate and sodium phosphate were measured in the
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Zhao, Yuan-Yuan, You-Ze Xu, Shuang Zhou, et al. "Field-scale performance of microelectrolysis-Fenton oxidation process combined with biological degradation and coagulative precipitation for landfill leachate treatment." E3S Web of Conferences 118 (2019): 04017. http://dx.doi.org/10.1051/e3sconf/201911804017.

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In order to verify the feasibility of Fe/C microelectrolysis-Fenton oxidation for mature landfill leachate treatment in industrial application, this study conducted the treatment processes at full-scale by physicochemical and spectral characterization. The full-scale studies showed that 48.17% of the dissolved organic carbon (DOC) and 42.27% of the dissolved organic nitrogen (DON) were removed by the microelectrolysis-Fenton oxidation process, respectively. Spectra analysis further suggested that the mature leachate was mainly composed of tryptophan-like and fulvic-like compounds. The combinat
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Wu, Lina, Lieyu Zhang, Yingying Xu, et al. "Advanced nitrogen removal using bio-refractory organics as carbon source for biological treatment of landfill leachate." Separation and Purification Technology 170 (October 2016): 306–13. http://dx.doi.org/10.1016/j.seppur.2016.06.033.

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32

Xiong, Jianying, Chen Zhang, Pinjing He, et al. "Nitrogen resource recovery from mature leachate via heat extraction technology: An engineering project application." Water Science and Technology 85, no. 2 (2022): 549–61. http://dx.doi.org/10.2166/wst.2022.003.

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Abstract A large pool of ammonia in mature leachate is challenging to treat with a membrane bioreactor system to meet the discharge Standard for Pollution Control on the Landfill Site of Municipal Solid Waste in China (GB 16889-2008) without external carbon source addition. In this study, an engineering leachate treatment project with a scale of 2,000 m3/d was operated to evaluate the ammonia heat extraction system (AHES), which contains preheat, decomposition, steam-stripping, ammonia recovery, and centrifuge dewatering. The operation results showed that NH3-N concentrations of raw leachate a
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Fazzino, Filippo, Stefania Bilardi, Nicola Moraci, and Paolo Calabrò. "Integrated Treatment at Laboratory Scale of a Mature Landfill Leachate via Active Filtration and Anaerobic Digestion: Preliminary Results." Water 13, no. 20 (2021): 2845. http://dx.doi.org/10.3390/w13202845.

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The management of mature landfill leachate (MLL) represents an increasingly crucial issue to tackle. In this study, the feasibility of an integrated treatment was investigated at the laboratory scale using synthetic leachate with the objective of maximizing the recovery of potentially useful compounds present in leachate (especially ammonia nitrogen). First, in order to remove heavy metals, active filtration of the MLL was carried out using zero-valent iron (ZVI) mixed with either lapillus or granular activated carbon (GAC). The average removal rates for the ZVI/lapillus and the ZVI/GAC filter
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Xia, Yi, Pin Jing He, Hong Xia Pu, Fan Lü, Li Ming Shao, and Hua Zhang. "Inhibitory effect of high calcium concentration on municipal solid waste leachate treatment by the activated sludge process." Waste Management & Research: The Journal for a Sustainable Circular Economy 35, no. 5 (2017): 508–14. http://dx.doi.org/10.1177/0734242x16684943.

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This research focused on the inhibitory effects of Ca on the aerobic biological treatment of landfill leachate containing extremely high Ca concentrations. When the Ca concentration in leachate to be treated was more than 4500 mg l−1, the total organic carbon removal rate was significantly reduced and the processing time to achieve the same removal efficiency was 1.4 times that in the control treatment without added Ca. In contrast, the total nitrogen and ammonia nitrogen (NH4+–N) removal efficiencies were positively related to the Ca concentration, increasing from 65.2% to 81.2% and from 69.2
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Daud, Zawawi, Mohd Arif Rosli, Ab Aziz Abdul Latiff, Mohd Baharufin Ridzuan, Halizah Awang, and Azhar Abdul Halim. "Micro-Peat as a Potential Low-Cost Adsorbent Material for COD and NH3-N Removal." Defect and Diffusion Forum 382 (January 2018): 297–301. http://dx.doi.org/10.4028/www.scientific.net/ddf.382.297.

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Micro-peat (M-P) was demonstrated in the present study as a potential low cost natural adsorbent for the removal of COD and ammoniacal nitrogen (NH3-N) from landfill leachate. A series of batch experiments were carried out under fixed conditions and the influence of mixture ratio was investigated. The characteristics of leachate were then determined. Results indicated that leachate is non-biodegradable with high concentration of COD (2739.06 mg/L), NH3-N (1765.34 mg/L) and BOD5/COD ratio (0.09). The optimum ratio for activated carbon (AC) and M-P in the removal of COD and NH3-N obtained were a
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Thomas, Maciej, Violetta Kozik, Krzysztof Barbusiński, Aleksander Sochanik, Josef Jampilek, and Andrzej Bąk. "Potassium Ferrate (VI) as the Multifunctional Agent in the Treatment of Landfill Leachate." Materials 13, no. 21 (2020): 5017. http://dx.doi.org/10.3390/ma13215017.

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Possible use of potassium ferrate (VI) (K2FeO4) for the treatment of landfill leachate (pH = 8.9, Chemical Oxygen Demand (COD) 770 mg O2/L, Total Organic Carbon (TOC) 230 mg/L, Total Nitrogen (Total N) 120 mg/L, Total Phosphorus (Total P) 12 mg/L, Total Coli Count (TCC) 6.8 log CFU/mL (Colony-Forming Unit/mL), Most Probable Number (MPN) of fecal enterococci 4.0 log/100 mL, Total Proteolytic Count (TPC) 4.4 log CFU/mL) to remove COD was investigated. Central Composite Design (CCD) and Response Surface Methodology (RSM) were applied for modelling and optimizing the purification process. Conformi
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Sun, Faqian, Wenjia Zhang, Guoliu Jiang, et al. "Effective biological nitrogen process and nitrous oxide emission characteristics for the treatment of landfill leachate with low carbon-to-nitrogen ratio." Journal of Cleaner Production 268 (September 2020): 122289. http://dx.doi.org/10.1016/j.jclepro.2020.122289.

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Lu, Ting, Biju George, Hong Zhao, and Wenjun Liu. "A case study of coupling upflow anaerobic sludge blanket (UASB) and ANITA™ Mox process to treat high-strength landfill leachate." Water Science and Technology 73, no. 3 (2015): 662–68. http://dx.doi.org/10.2166/wst.2015.536.

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A pilot study was conducted to study the treatability of high-strength landfill leachate by a combined process including upflow anaerobic sludge blanket (UASB), carbon removal (C-stage) moving bed biofilm reactor (MBBR) and ANITA™ Mox process. The major innovation on this pilot study is the patent-pending process invented by Veolia that integrates the above three unit processes with an effluent recycle stream, which not only maintains the low hydraulic retention time to enhance the treatment performance but also reduces inhibiting effect from chemicals present in the high-strength leachate. Th
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Fernandes, Annabel, Oumaima Chamem, Maria José Pacheco, Lurdes Ciríaco, Moncef Zairi, and Ana Lopes. "Performance of Electrochemical Processes in the Treatment of Reverse Osmosis Concentrates of Sanitary Landfill Leachate." Molecules 24, no. 16 (2019): 2905. http://dx.doi.org/10.3390/molecules24162905.

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Electrochemical technologies have been broadly applied in wastewaters treatment, but few studies have focused on comparing the performance of the different electrochemical processes, especially when used to treat highly-polluted streams. The electrochemical treatment of a reverse osmosis concentrate of sanitary landfill leachate was performed by means of electrocoagulation (EC), anodic oxidation (AO) and electro-Fenton (EF) processes, and the use of different electrode materials and experimental conditions was assessed. All the studied processes and experimental conditions were effective in or
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Assis, Tatiane Martins de, Aruani Letícia da Silva Tomoto, Ana Paula Trevisan Lied, et al. "Kinetic of nitrogen consumption by Anammox process in membrane biofilm reactors operated in sequential batch." Ciência e Natura 44 (April 20, 2022): e20. http://dx.doi.org/10.5902/2179460x68843.

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Biological nitrogen removal via Anammox is an advantageous technology in the nitrogen treatment effluents with a low Carbon/Nitrogen ratio, a process that makes this route interesting for the most different types of industries, agribusinesses, and urban effluent treatment plants. Achieving robust Anammox biomass for use in full-scale plants is still a challenge that motivates studies of biomass enrichment and the search for kinetic parameters of substrate consumption rate that help optimize the conduction of reactors. According to the previously mentioned, this work aimed to carry out the kine
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Rustige, H., and E. Nolde. "Nitrogen elimination from landfill leachates using an extra carbon source in subsurface flow constructed wetlands." Water Science and Technology 56, no. 3 (2007): 125–33. http://dx.doi.org/10.2166/wst.2007.506.

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A three-stage constructed wetland for leachate treatment was monitored on a landfill at a pilot scale. The plant had been designed to achieve at least 75% nitrogen removal. NH4-N input concentration was 240 (median) up to 290 mg l−1 and COD concentration was 455 to 511 mg l−1, respectively. A 14 m2 vertical flow sand filter plus a 14 m2 horizontal flow sand filter followed by a 3.3 m2 vertical flow sand filter was chosen. Acetic acid was added to the horizontal flow system for denitrification. The results showed a very stable nitrification rate within the vertical flow system of 94% (median) a
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Tang, Juan, Shuo Yao, Fei Xiao, Jianxin Xia, and Xuan Xing. "Electrochemical Oxidation of Landfill Leachate after Biological Treatment by Electro-Fenton System with Corroding Electrode of Iron." International Journal of Environmental Research and Public Health 19, no. 13 (2022): 7745. http://dx.doi.org/10.3390/ijerph19137745.

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Electrochemical oxidation of landfill leachate after biological treatment by a novel electrochemical system, which was constructed by introducing a corroding electrode of iron (Fec) between a boron-doped diamond (BDD) anode and carbon felt (CF) cathode (named as BDD–Fec–CF), was investigated in the present study. Response surface methodology (RSM) with Box–Behnken (BBD) statistical experiment design was applied to optimize the experimental conditions. Effects of variables including current density, electrolytic time and pH on chemical oxygen demand (COD) and ammonia nitrogen (NH3-N) removal ef
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Barrandeguy, E., and S. Tarlera. "Anaerobic oxidation of cholesterol by a denitrifying enrichment." Water Science and Technology 44, no. 4 (2001): 145–50. http://dx.doi.org/10.2166/wst.2001.0205.

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Sterols (e.g. cholesterol) present in wool scouring effluent represent the most recalcitrant fraction in anaerobic treatment. This study was conducted to examine the feasibility of removal of this organic load through a denitrifying post-treatment stage. A stable cholesterol-denitrifying enrichment (CHOL-1) was obtained from sludge of a bench-scale upflow sludge bed (USB) denitrifying reactor integrated to a carbon and nitrogen removal system for sanitary landfill leachate. According to the amounts of cholesterol degraded and of nitrite and nitrogen gas formed, the capacity for complete choles
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Grossule, Valentina, Stefano Vanin, and Maria Cristina Lavagnolo. "Potential treatment of leachate by Hermetia illucens (Diptera, Stratyomyidae) larvae: Performance under different feeding conditions." Waste Management & Research 38, no. 5 (2019): 537–45. http://dx.doi.org/10.1177/0734242x19894625.

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In this study, the ability of H. illucens larvae (black soldier fly (BSF)) to metabolise different semisolid biowastes (e.g. kitchen waste, animal manure) has been applied to the treatment of landfill leachate. A testing programme has been developed by mixing leachate with three different solid supports: wheat bran, a biodegradable nutrient substrate, brewers’ spent grain, a biodegradable nutrient residue from the brewery industry and sawdust, a low biodegradable residue from the wood industry. Larvae growth rate was monitored in terms of weight variation, mortality and time to reach the prepu
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Kwarciak-Kozłowska, Anna, and Aleksandra Krzywicka. "The comparison of efficiency of Fenton and photo-Fenton treatment of stabilised landfill leachate / Porównanie efektywności oczyszczania odcieków z ustabilizowanego składowiska odpadów komunalnych w procesie Fentona i foto-Fentona." Ochrona Srodowiska i Zasobów Naturalnych 26, no. 3 (2015): 49–53. http://dx.doi.org/10.1515/oszn-2015-0020.

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Abstract The goal of this article was to compare the efficiency of Fenton and photo-Fenton reaction used for stabilised landfill leachate treatment. The mass ratio of COD:H2O2 was fixed to 1:2 for every stages. The dose of reagents (ferrous sulphate/hydrogen peroxide) was different and ranged from 0.1 to 0.5. To determine the efficiency of treatment, the BOD (biochemical oxygen demand COD (chemical oxygen demand), TOC (total organic carbon) , ammonia nitrogen and BOD/COD ratio was measured. The experiment was carried out under the following conditions: temperature was 25ºC, the initial pH was
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Sun, H. W., Y. Bai, Y. Z. Peng, H. G. Xie, and X. N. Shi. "Achieving nitrogen removal via nitrite pathway from urban landfill leachate using the synergetic inhibition of free ammonia and free nitrous acid on nitrifying bacteria activity." Water Science and Technology 68, no. 9 (2013): 2035–41. http://dx.doi.org/10.2166/wst.2013.432.

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In this study, a biological system consisting of an up-flow anaerobic sludge blanket (UASB) and anoxic–oxic (A/O) reactor was established for the advanced treatment of high ammonium urban landfill leachate. The inhibitory effect of free ammonia (FA) and free nitrous acid (FNA) on the nitrifying bacterial activity was used to achieve stable nitritation in the A/O reactor. The results demonstrated that the biological system achieved chemical oxygen demand (COD), total nitrogen (TN) and NH4+-N removal efficiencies of 95.3, 84.6 and 99.2%, respectively at a low carbon-to-nitrogen ratio of 3:1. Sim
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An, K. J., J. W. Tan, and L. Meng. "Pilot study for the potential application of a shortcut nitrification and denitrification process in landfill leachate treatment with MBR." Water Supply 6, no. 6 (2006): 147–54. http://dx.doi.org/10.2166/ws.2006.958.

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An advanced nitrogen removal pilot study was performed in China's Xia Ping Landfill Leachate Treatment Plant to undertake shortcut nitrification and denitrification with the Membrane Bio-reactor (MBR) process. It was found that the MBR process used 25% less of the oxygen and 40% less of the external carbon sources, compared to the conventional nitrification and denitrification process. The key feature of the MBR process is that it provides an environment more favorable for ammonia oxidation bacterium (AOB) than for nitrite oxidation bacterium (NOB) through controlling loading, pH, temperature,
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Ismail, Trabelsi, and Matsuto Toshihiko. "Bio-treatment of landfill leachate having low Carbon–Nitrogen ratio in a bio-film reactor packed with granular activated carbon under control of oxygen gas concentration." Desalination and Water Treatment 37, no. 1-3 (2012): 55–61. http://dx.doi.org/10.1080/19443994.2012.661253.

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Ilies, P., and D. S. Mavinic. "Biological nitrification and denitrification of a simulated high ammonia landfill leachate using 4-stage Bardenpho systems: system startup and acclimation." Canadian Journal of Civil Engineering 28, no. 1 (2001): 85–97. http://dx.doi.org/10.1139/l00-094.

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This research investigated the nitrogen removal capability of two biological nitrification systems, with pre- and post-denitrification, when treating a landfill leachate characterized by high ammonia concentrations and low levels of biodegradable organics. The recycle ratios of the systems were set so that, at an average influent flow of 10 L/d, the actual hydraulic retention time of the first anoxic reactor was about 1.5 h for one system and 1.7 h for the other system. The systems also operated at a first aerobic reactor actual hydraulic retention time of 3 and 3.4 h, respectively. Methanol w
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Capodici, Marco, Santo Fabio Corsino, Daniele Di Trapani, and Gaspare Viviani. "Achievement of partial nitrification under different carbon-to-nitrogen ratio and ammonia loading rate for the co-treatment of landfill leachate with municipal wastewater." Biochemical Engineering Journal 149 (September 2019): 107229. http://dx.doi.org/10.1016/j.bej.2019.05.006.

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