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文章系统介绍了南方某城镇污水处理厂A2/O氧化沟的工艺设计。其设计总规模为1.2万m3/d,采用A2/O氧化沟工艺,污泥采用机械浓缩和脱水。运行一段时间后的结果表明:A2/O氧化沟工艺处理城镇污水出水水质稳定,可达到《城镇污水处理厂污染物排放标准》(GB18918—2002)中的一级B标准。 相似文献
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广东省揭阳市区污水处理厂工程近期设计规模为6.0×104m3/d,采用A2/O处理工艺,设计出水水质执行GB 18918—2002《城镇污水处理厂污染物排放标准》中一级B标准。介绍了该工程的概况、工艺流程、主要构筑物及主要设计参数,总结分析了工艺设计的技术特点、运行效果及主要技术经济指标,工程运行结果表明,该工艺运行稳定,处理效果良好,适合在广东省地区推广应用。 相似文献
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介绍采用A/O与BAF组合工艺对石化混合废水进行处理的情况。在污水厂A/O工艺基础上,加一级低负荷曝气生物滤池(BAF),并进行现场应用,考察A/O+BAF组合工艺对该类混合石化废水的处理效果。运行结果表明,该组合工艺运行成本低,出水满足GB 13457—1996《污水综合排放标准》一级排放标准要求。 相似文献
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北京某污水处理站为600 t/d设计水量,由于处理后外排水质不达标,设计将原CASS工艺改造为A/A/O+MBR工艺,改造处理后的出水水质为北京市《水污染物综合排放标准》(DB11/307—2013)规定的B排放限制标准。工程运行后出水达到北京市河道排放标准并恢复外排。本项目改造采用A/A/O+MBR膜生物反应器为主体工艺,该反应器内的微生物可保持控制在8 000~15 000 mg/L的超高浓度,可以提高系统的有机负荷,使污染物分解彻底;同时系统的产泥量少;由于膜的分离作用,能够高效地进行固液分离,出水悬浮物和浊度接近于零,对于出水水质要求高或回用非常合适,出水水质非常稳定。 相似文献
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余姚市小曹娥城市污水处理厂一、二期工程处理规模为15万m~3/d,设计出水水质执行《城镇污水处理厂污染物排放标准》 GB 18918—2002)一级A排放标准,三期改造工程扩建规模为7.5万m~3/d,设计出水水质执行一级A标准。为了强化脱氮,改造工程新建生物反应池采用Bardenpho工艺,针对厂区用地紧张的特点,新建二沉池采用矩形周进周出沉淀池(与生物反应池合建)。改造工程总平面布置预留远期处理规模至30万m~3/d,出水标准至"准Ⅳ类水"的用地。文中介绍了三期改造工程工艺设计参数,并分析改造后的运行效果。 相似文献
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沈阳市某城镇污水处理厂设计规模为2×104 m3/d,原采用浮动生化床+人工湿地工艺,出水指标执行污水综合排放标准(GB 8978-1996)一级A标准。为了使出水水质达到类地表Ⅳ类水标准,污水处理厂采用A2/O+MBR工艺进行升级改造。改造后,平均出水COD、BOD5为10.6、4.47 mg/L,氨氮、总氮、总磷和悬浮物平均出水质量浓度分别为0.16、8.52、0.07、0.72 mg/L。在进水水温低于12℃时,仍然具有良好的处理效果。通过优化控制溶解氧,平均电耗和乙酸钠消耗分别降低了9.38%和12.1%,实现了节能降耗。 相似文献
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按城市污水处理厂污水和污泥水水量比例设计A2/O污水处理系统和O/A污泥水处理中试系统。试验采用城市污水厂污水和污泥水,将O/A系统所产生的剩余污泥添加至A2/O系统,考察生物添加强化硝化效果。研究结果表明,在相同的温度条件下,对氨氮的去除率可以提高30%以上,氨氧化速率(AUR)和亚硝酸盐氧化速率(NUR)分别从生物添加前的2.61 mg/(g·h)和2.38 mg/(g·h)提高到5.32 mg/(g·h)和3.81 mg/(g·h),分别为生物添加前的2.04倍和1.60倍。 相似文献
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针对传统A2/O工艺存在的泥龄矛盾,将脱氮和除磷分置于前后2套不同的A/O系统中,第一级A/O采用活性污泥法除磷;第二级A/O采用生物膜法脱氮。以生活污水为处理对象进行试验研究。结果表明,在泥龄为6 d、水温为22~28℃,进水NH3-N、TP、COD的质量浓度分别为40~70、2.0~6.0、150~320 mg/L条件下,出水NH3-N、TP、COD的平均质量浓度分别为5.9、1.0、40 mg/L,均达到了城镇污水处理厂污染物排放标准(GB18918-2002)中的一级排放标准,其去除率分别为82.5%、69.7%、83.1%。 相似文献
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Effects of calcination condition on expansion property of MgO-type expansive agent used in cement-based materials 总被引:4,自引:0,他引:4
Previous research indicated that the expansion property of MgO-type expansive agent (MEA) depended strongly on the calcining conditions, i.e. kiln temperature and residence time. However, the intrinsic effect of calcination condition on the expansion property of MEA has not been clearly demonstrated. In the present work, the effects of calcination condition on the microstructure, hydration activity, and expansion property of MEA have been investigated, and their correlations are also studied. Results indicate that the microstructure of MEA is the intrinsic factor that controlling its expansion property, which is influenced by the calcination condition. MEA produced under higher temperature and longer residence time has less interior pores, larger crystal size of MgO, and smaller specific surface area, thus resulting in lower hydration activity and slower expansion at early age, but larger “ultimate” expansion at late age. While, a new expansion model of MEA is proposed to explain these results. 相似文献
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Indoor as well as outdoor air quality and their limiting values remain a major problem to our present-day society.This paper addresses the modeling of the decomposition process of nitrogen monoxide (NO) on reactive concrete surfaces under the controlled exposition of a UV source. Within this model the external mass transfer of the pollutant and the internal molecule diffusion-reaction were considered. A first-order kinetics equation is derived with respect to the NO concentration and a site-competitive adsorption between NO/NO2 and water molecules, resulting in a dependence of the reaction kinetics on the relative humidity. Using the proposed model, a reaction rate constant k and an adsorption equilibrium constant Kd can be derived which describe an active paving stone accurately. Experimental results from a self-developed photoreactor with continuous flow mode were used to validate the proposed kinetic expression. Furthermore, the effect of variations in process conditions such as irradiance and relative humidity on the two constants k and Kd is investigated. All modeling work provides a sound foundation for the translation of this process to real outside conditions. In this regard an upcoming project in a Dutch city is described in brief. 相似文献
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《Ceramics International》2017,43(11):8057-8064
Barium titanate (BaTiO3) nanopowders were synthesized by an aqueous co-precipitation method followed by calcination. Either 2.45 GHz microwaves or conventional heating was used in order to investigate the impact of these techniques on the synthesis time, microstructure, and electrical properties of the materials. The heating temperatures ranged from 620 °C to 810 °C. X-ray diffraction (XRD) revealed pure BaTiO3 formation by microwave heating in a noticeably shorter time (five minutes) compared to conventional heating (3 h). Field emission scanning electron microscopy (FESEM) results confirmed that the microwave process led to nanocube formation, whereas in the conventional procedure, the particles tended to form spherical shapes. To evaluate the electrical properties, the samples heated at 620 °C were conventionally sintered at 1280 °C, 1330 °C, and 1380 °C. Higher dielectric, piezoelectric, and ferroelectric properties and more energy-saving efficiency (εr=1012, tan δ=0.035 d33=85 pC/N, pr=6.2 µC/cm2 and η=48% respectively) were achieved in the microwave-heated BaTiO3 sintered at 1380 °C compared to the conventionally heated BaTiO3 (εr=824, tan δ=0.030 d33=75 pC/N, pr=5 µC/cm2 and η=27%) demonstrating that microwave calcination substantially affects the final electrical properties. 相似文献
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通过对西宁市的地形、水文、气候、水质等多方面的分析,及各种水处理工艺的比较,结合当地的实际情况,选择出了适宜治理西宁市生活污水的A/A/O-曝气生物滤池工艺。 相似文献
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Michael Gerstig 《Cement and Concrete Research》2010,40(6):867-85
Cement hydration needs water to proceed and if water is lost by drying, the hydration rate will decrease. This can be of importance in cases when concrete surfaces are exposed to drying so that their strength development will be retarded. We describe a method based on isothermal calorimetry to assess how the rate of cement hydration is influenced by removal of water (drying) at different times up to three days after mixing. Thin samples of cement pastes are hydrated in a calorimeter and at different times exposed to one hour drying periods. The resulting decrease in thermal power following the removal of water is quantified as a measure of the reduction in hydration rate. The mass loss is found by weighing the samples before and after a measurement, and the change in water activity of a sample during drying can be found from the slope of the thermal power during the drying period. 相似文献
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Siham Kamali Micheline Moranville Stéphanie Leclercq 《Cement and Concrete Research》2008,38(4):575-585
Results already published on the leaching of cement pastes have shown that the kinetics depends sensitively on the material and environment. However and because of the variability of the tested materials and leaching protocols, it is difficult to compare these data and quantify the effect of each parameter. In this paper, a large experimental database on the leaching kinetics of cement pastes is built. Four parameters are investigated: type of cement (portland cement, silica fume cement, slag cement, ternary cement with slag and fly ash); water-to-cement ratio (0.5; 0.4; 0.25), temperature (26 °C; 72 °C; 85 °C) and chemical composition of the leaching solution (pure water, mineralised water, ammonium nitrate solution). Firstly, the database is used to calculate the leaching kinetics of the cementitious materials. Secondly, a simplified model predicting the one-dimensional leaching kinetics for other water-to-cement ratios and temperature up to 85 °C is presented. 相似文献