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The objective of this study was to evaluate the effect of the main factors affecting the cost of the filtration process in submerged anaerobic membrane bioreactors (AnMBRs) for urban wastewater (UWW) treatment. Experimental data for CAPEX/OPEX calculations was obtained in an AnMBR system featuring industrial-scale hollow-fiber (HF) membranes. Results showed that operating at J20 slightly higher than the critical flux results in minimum CAPEX/OPEX. The minimum filtration process cost ranged from €0.03 to €0.12 per m3, mainly depending on SGDm (from 0.05 to 0.3 m3·m?2·h?1) and MLSS (from 5 to 25 g·L?1). The optimal SGDm resulted in approx. 0.1 m3·m?2·h?1. 相似文献
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生物强化技术对厌氧消化特性影响研究进展 总被引:1,自引:0,他引:1
将生物强化技术应用到厌氧消化过程中,可克服复杂底物类型或消极环境条件等不利因素,因而近年来备受研究者的青睐。本文从生物强化制剂的类型出发,阐述了细菌强化、真菌强化、古菌强化、互营微生物强化和生物酶强化对厌氧消化特性的影响,并在此基础上回顾了生物强化技术在木质纤维素类底物、受氨氮/丙酸抑制类废水和难降解有机物消化中的应用,最后讨论了附着型强化方式和多段式强化方式对生物强化技术的影响。大量研究表明生物强化技术具有显著促进厌氧消化特性的积极影响,但在部分研究中并未得到良好成效,生物强化制剂的选择是该技术的关键所在。利用互营微生物的协同代谢或提高生物酶在系统中的稳定性将稳固生物强化技术的作用。此外,选择合适的附着载体和投加策略将进一步拓展生物强化技术在废水厌氧处理中的应用。 相似文献
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开发了新型复合式厌氧工艺,它由新型厌氧反应器和厌氧膜生物反应器(MBR)两个单元组成,实验用水经过新型厌氧反应器的前处理再经过厌氧MBR的深度处理,检测后排放。实验中以人工配制乳品废水作为进水,对整套系统的运行状况及特性进行了分析,结果表明,人工配置乳品废水在经过新型厌氧反应器+厌氧MBR的系统处理作用后出水水质得到大幅度改善,系统运行稳定,处理效果较好。实验通过对两种废水处理工艺进行效益对比,得出新型厌氧反应器+厌氧MBR无论在经济效益方面还是在社会环境效益方面,都具有一定的竞争优势。 相似文献
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厌氧膜生物反应器在污水处理中的研究进展 总被引:1,自引:0,他引:1
综述了厌氧膜生物反应器中的微生物种群与分布特点、厌氧膜生物反应器在污水处理中的应用情况,讨论了影响厌氧膜生物反应器性能的主要参数、膜的污染预防与控制等,最后探讨和展望了厌氧膜生物反应器的应用前景,并指出了该领域今后的研究方向。 相似文献
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María J. García-Ruíz Antonio Castellano-Hinojosa Caterina Armato Alejandro González-Martínez Jesús González-López Francisco Osorio 《American Institute of Chemical Engineers》2020,66(2):e16807
In a pilot plant under the stable-stage of the two-stage anaerobic digester, the dynamic of the archaeal, bacterial, and eukaryal community structure was studied as well as their link to performance and biogas production. An effective synergic action between microorganisms was reached since biogas production and particularly methane (CH4) generation, were more than two-times higher in the methanogenic respect to the acidogenic bioreactor. The α- and β-diversity analyses showed that dominant and rare operational taxonomic units of prokaryotic and eukaryotic microorganisms were critical in developing a functional successful anaerobic digestion process. A canonical correspondence analysis showed that acid/alkalinity ratio, volatile fatty acid, and pH parameters mainly affected prokaryotic and eukaryotic phylotypes and a clear positive relationship was found between several phylotypes, such as Methanobacteriaceae, Unknown Thaumarchaeota, Intestinibacter, Coprothermobacter, and Magnoliophyta, with biogas and CH4 production and performance parameters. 相似文献
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GN Demirer S Chen 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2004,79(12):1381-1387
Vast amounts of animal manure produced from concentrated animal feeding operations have the potential to be converted into economic gain if the proper processing technology is employed. Anaerobic digestion (AD) is an effective way to convert organic wastes including animal manure into profitable by‐products as well as to reduce the pollution of water, air, and soil caused by these wastes. Two‐phase AD of manure offers several advantages over conventional one‐phase AD. Solids reduction through hydrolysis/acidification might be very significant for animal manure which contains high amounts of solids. However, to date, studies of two‐phase AD of animal manure have been limited to screened manure. Therefore, this study investigated the two‐phase AD of dairy manure with particular emphasis on the effects of retention time and organic loading rate (OLR) on anaerobic acidification and biogasification of unscreened dairy manure. The results indicated that pre‐acidification of dairy manure in daily‐fed continuously‐mixed reactors with no recycle led to significantly high reduction efficiencies of volatile solids and, thus, biogas production in the subsequent methanogenic reactor especially at OLRs of 4–10 g VS dm?3 day?1. However, the extent of the stimulation in the biogas production relative to corresponding feed samples was quite variable (between 6.9 and 64.7%) for different solids retention times and OLR combinations. A relatively lower performance was observed for the high OLRs (20–30 g VS dm?3 day?1) used which was attributed to the possible wash‐out of the acidifiers at the considerably low retention times (1.25–4 days) used. Copyright © 2004 Society of Chemical Industry 相似文献
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膜生物反应器处理制药工业废水中试研究 总被引:2,自引:0,他引:2
膜生物反应器组合工艺是近年来发展起来的新型废水处理工艺.试验采用混凝气浮 厌氧 好氧MBR处理制药工业废水,并重点考察了MBR中试装置的运行特性和对有机物的去除能力.结果表明,在整个流程连续运行过程中,当进水CODCr为13000~24800 mg/L时,总去除率可达96.47%.MBR对CODCr的去除负荷为1.90~2.49kg/(m3·d);当SO42-质量浓度为3510~4420 mg/L时,去除率为38.86%~60.61%,平均为50.71%.MLVSS/MLSS为0.65~0.75.而且膜的过滤作用有效地缓冲了进料负荷波动对系统运行效果的影响. 相似文献
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K. Stamatelatou A. Kopsahelis P.S. Blika C.A. Paraskeva G. Lyberatos 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2009,84(6):909-917
BACKGROUND: The combined treatment of olive mill wastewater (OMWW) by applying the anaerobic digestion process and further treatment in a system consisting of filters and membranes is presented. The anaerobic digestion of the OMWW took place in a high rate system, the periodic anaerobic baffled reactor (PABR). Application of the membrane system aimed at purifying the anaerobic effluent. RESULTS: An increase in the organic loading rate was achieved by increasing the influent chemical oxygen demand (COD) and alternatively by decreasing the hydraulic retention time (HRT). The first option caused process failure, since the volatile fatty acids accumulation resulted in negligible biogas production. In contrast, the second change (decrease in HRT) led to stable operation that permitted the reduction of the HRT to 3.75 d and increase of the organic loading rate to 8.9 g tCOD L?1 d?1 with satisfactory total COD removal (72%). Higher total COD removal (up to 80%) was observed at lower organic loading rates (<3.5 g tCOD L?1 d?1). Further purification in the membrane units resulted in a final permeate of less than 0.1 g tCOD L?1. The membrane systems proved to be more efficient on the anaerobic effluent than on the raw OMWW (the final permeate in that case contained 1g tCOD L?1). CONCLUSIONS: The anaerobic digestion of OMWW in a PABR was stable even at high organic loading rates. Filtering and membrane fractionation of the PABR effluent resulted in a final permeate stream of high quality, suitable for irrigation and/or reuse in the proposed operating scheme for diluting the OMWW prior to anaerobic digestion. Copyright © 2009 Society of Chemical Industry 相似文献
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综述了国内外厌氧折流板反应器(ABR)应用于废水处理的研究进展,从ABR的启动和进水方式、出水循环和增设填料、处理低浓度和高浓度废水等方面分析了ABR的特点和优缺点,并在此基础上提出了今后ABR的研究发展方向。 相似文献