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131.
烟气微细粒子高效控制技术   总被引:1,自引:0,他引:1  
随着环保标准的严格化,烟气微细粒子的控制日益受到重视。袋式除尘器和电除尘器是未来控制烟气微细粒子的主要除尘设备;空气动力和静电力结合的多机理复合除尘器也将成为一个发展方向;凝并技术的应用,能有效地控制亚微粒子;磁力除尘技术的开发,将使细微粒子的收集更为节能高效。  相似文献   
132.
陆地石油污染生物降解技术的进展   总被引:1,自引:0,他引:1  
生物治理石油环境污染具有处理费用低、效果好、无二次污染等优点,近年来得到广泛重视和发展应用,并已在治理土壤、岩石及地下水石油污染等方面取得了较好的效果。在此对就地或集中治理过程的近期发展进行了综述,讨论了强化治理过程的途径与展望以及在我国实验室和现场开发的前景。  相似文献   
133.
在实验室条件下研究了传统水处理工艺和粉末活性炭吸附、吹脱及臭氧氧化等几种常见应急净水技术对乙醛的处理效果,发现其对水中乙醛的控制效果不佳;活性炭对乙醛吸附效果不佳,导致滤池穿透时间极短,新炭也仅为10 h左右,不足以应对乙醛污染.微生物对乙醛降解作用显著,驯化后的生物活性炭滤池(BAC)13 min内可将水中1.5 mg/L的乙醛降低到标准限值0.05 mg/L以下.水厂在用活性炭滤池中的微生物菌群实验条件下驯化时间约为4~30 h,原有菌落成熟且稳定的活性炭需要的驯化、调整时间反而更长.通过抑制颗粒活性炭表面原微生物活性或人工投加驯化菌种可有效地将驯化时间从30 h左右缩短至4 h以下.  相似文献   
134.
The effects of adding a bulking agent and chemically pretreating municipal kitchen waste before aerobic composting were studied using a laboratory-scale system. The system used 20-L reactors and each test lasted 28 days. The objective was to decrease NH3 and H2S emissions during composting. The bulking agent, dry cornstalks, was mixed with the kitchen waste to give a mixture containing 15% (wet weight) bulking agent. A combined treatment was also conducted, in which kitchen waste mixed with the bulking agent was pretreated with ferric chloride (FeCl3). Less leachate was produced by the composted kitchen waste mixed with bulking agent than by the kitchen waste alone, when the materials had reached the required maturity. The presence of cornstalks also caused less H2S to be emitted, but had little impact on the amount of NH3 emitted. The FeCl3 was found to act as an effective chemical flocculant, and its presence significantly decreased the amounts of NH3 and H2S emitted. Kitchen waste mixed with cornstalks and treated with FeCl3 emitted 42% less NH3 and 76% less H2S during composting than did pure kitchen waste.  相似文献   
135.
In order to evaluate the influence of microbial community structure of seed sludge on the properties of aerobic nitrifying granules, these granules were cultivated with different seed sludge, and the variation of microbial community and dominant bacterial groups that impact the nitrogen removal efficiency of the aerobic nitrifying granules were analyzed and identified using 16s rDNA sequence and denaturing gradient gel electrophoresis (DGGE) profiles. The results presented here demonstrated that the influence of the community structure of seed sludge on the properties of aerobic nitrifying granules was remarkable, and the granules cultivated by activated sludge from a beer wastewater treatment plant showed better performance, with a stable sludge volume index (SVI) value of 20 mL/g, high extracellular polymeric substance (EPS) content of 183.3 mg/L, high NH4+-N removal rate of 89.42% and abundant microbial population with 10 dominant bacterial groups. This indicated that activated sludge with abundant communities is suitable for use as seed sludge in culturing aerobic nitrifying granules.  相似文献   
136.
循环式活性污泥法中好氧选择区的运行条件研究   总被引:6,自引:0,他引:6  
研究了循环式活性污泥法好氧生物选择区的停留时间和整个系统中泥龄、污泥负荷、曝气时间等运行参数对选择区内微生物吸附性能的影响。结果表明 ,选择器停留时间 3 0 min,系统泥龄 9~ 15 d,曝气 2 h,污泥有机负荷为 0 .3 g CODCr/(g ML SS·d)左右时 ,选择器中微生物的吸附性能最优 ,可去除进水中 90以上的 CODCr。  相似文献   
137.
与传统生物处理工艺相比,好氧颗粒污泥(Aerobic Granular Sludge,AGS)具有高生物量、沉降速度快、耐冲击负荷能力强、能够实现同步脱氮除磷等特点,且在去除高氨氮废水中的有机物、氮、磷等具有良好的效果,成为目前污(废)水处理领域的研究热点之一。本文介绍了好氧颗粒污泥在处理垃圾渗滤液、化肥工业污水、畜禽养殖废水等高氨氮有机废水的研究现状,在高氨氮条件下好氧颗粒污泥的形成机理以及主要影响因素,并展望了好氧颗粒污泥技术处理高氨氮废水的工程应用前景。  相似文献   
138.
Testing biodegradability of plastics under varied conditions of the environment as well as under laboratory conditions in accordance with valid international standards is very laborious, lengthy and often also economically demanding. For this reason, applicability was verified of gas chromatography to analyze gaseous phase when investigating the biodegradation course of plastics in an aqueous environment as an alternative to customary employed methods. A mathematical model of acid–basic CO2 equilibrium in a gas–liquid system was worked out, enabling to determine quantity of produced CO2 through chromatographic analysis of gaseous phase, in dependence on ratio of liquid and gas phase volumes (V l/V g) and on actual pH of liquid phase. Experimental conditions for organizing the tests were optimized. A ratio that proved suitable was V l/V g ≅ 0.1 at pH ≈ 7.1 of liquid phase. Under these test conditions, biodegradability of model samples, PHB, Gellan gum and Xanthan gum, was explored; course of biodegradation was studied through produced CO2 (values ) determined by analyzing gaseous phase through gas chromatography on the one hand, and through customary “titration” procedure on the other. With water-soluble polymers, the decrement in dissolved organic carbon (values D DOC) was also studied. Difference between values does not exceed 5%. The procedures in question are alternative “substituting” procedures for observing course of aerobic biodegradation of substances in an aqueous environment.  相似文献   
139.
In this study, two pilot-scale aerobic landfill reactors with (A1) and without (A2) leachate recirculation are used to obtain detailed information on the quantity and quality of leachate in aerobic landfills. The observed parameters of leachate quality are pH, chloride (Cl), chemical oxygen demand (COD), biological oxygen demand (BOD), total Kjeldahl nitrogen (TKN), ammonia nitrogen (NH3-N), and nitrate (NO3-N). pH values of the leachate increased to 7 after 50 days in reactor A1 and after 70 days in reactor A2. Cl concentrations increased rapidly to 6100 (A1) and 6900 (A2) mg/L after 80 days, from initial values of 3000 and 2800 mg/L, respectively. COD and BOD values decreased rapidly in the A1 landfill reactor, indicating the rapid oxidation of organic matter. The BOD/COD ratio indicates that leachate recirculation slightly increases the degradation of solid waste in aerobic landfills. NH3-N concentrations decreased as a result of the nitrification process. Denitrification occurred in parts of the reactors as a result of intermittent aeration; this process causes a decrease in NO3 concentrations. There is a marked difference between the A1 and A2 reactors in terms of leachate quantity. Recirculated leachate made up 53.3% of the leachate generated from the A1 reactor during the experiment, while leachate quantity decreased by 47.3% with recirculation when compared with the aerobic dry landfill reactor.  相似文献   
140.
以序批式反应器培养的好氧颗粒污泥作为接种污泥,驯化处理上流式厌氧颗粒污泥床反应器的出水,整个运行过程主要分为颗粒污泥驯化阶段和稳定运行阶段。在稳定运行阶段,有机COD负荷可达到5.2 g/L.d,COD去除率高于95%,好氧颗粒污泥直径集中于3.5~6mm,SVI 50~58mL/g,沉降速率在72~90m/h,好氧颗粒污泥具有良好的沉降性能和较高的COD去除率。同时应用扫描电镜技术对接种颗粒污泥和驯化后的好氧颗粒污泥的微生物结构进行了初步观察和分析。  相似文献   
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