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排序方式: 共有110条查询结果,搜索用时 46 毫秒
31.
青浦污水厂一、二期工程设计规模分别为1.5万m3/d和4.5万m3/d,均采用Carrousel氧化沟工艺,最终出水执行《城市污水处理厂污染物排放标准》(GB18918-2002)一级B标准。该文介绍了其工程设计与运行情况。在工程设计中,通过对一、二期工程分析,借鉴了相关工程的设计经验,优化了三期工程工艺设计及运行参数,总结了设计及运行方面的经验,为相关工程提供借鉴与参考。 相似文献
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Removal of nitrogen oxides (NOx) in flue gas by means of nonequilibrium plasma technology is a very prospect and attractive method. As the nonequilibrium plasma micro discharges can generate a powerful energy flux, imparted to the flue gas, the molecules and atoms of pollutants are motivated and decomposed, and then NOx in the flue gas are decomposed and conversed in the particular conditions. Based on nonequilibrium plasma in combination with catalytic principle, an experimental investigation on NOx decomposition and conversion with AI2 03 catalysts was carriedout and the NOx removal rate up to 95% was obtained. The NOx decomposition and conversion principle with AI2O3 catalysts was also discussed. 相似文献
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鲁秀国 《华东交通大学学报》2011,28(3):40-43,82
壳类物质属于农业废弃物,是重要的可再生资源.首先对壳类物质的成分和结构进行了说明,进而综述了其在水处理中作为生物因载、吸附剂、过滤以及制备活性炭等方向的研究现状,最后指出了壳类物质在应用过程中存在的问题和今后的研究方向. 相似文献
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三峡库区箭滩河硝酸盐氮及亚硝酸盐氮分布特征 总被引:1,自引:0,他引:1
于枯水期采集三峡库区箭滩河沿线38个地点地表水样和沿途农村饮用井水/泉水13个水样,分别测定了水体中硝酸盐氮、亚硝酸盐氮含量;分析了枯水期箭滩河地表水及饮用井水中硝酸盐氮和亚硝酸盐氮分布及变化特征;阐明了地表水、地下水体中硝酸盐氮和亚硝酸盐氮浓度之间的相关关系,及硝酸盐氮和亚硝酸盐氮浓度与高程之间的关系.研究结果表明:... 相似文献
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A scheme for stopping water by freezing liquid nitrogen and replacing the tail brush is presented in light of the situation encountered at the Nanjing Weisanlu river-crossing tunnel, a long-distance shield driving tunnel characterized by serious water leakage, sand gushing and water inflow at the shield tail brush. The law of the tempera-ture change of the master outlet circuits and each branch circuit when using liquid nitrogen freezing to stop water un-der high water pressures and the temperature change law for the soil body at different depths are analyzed. The re-sults show that: the temperature difference of the liquid nitrogen is large at the inlet and outlet of the freezing pipe,and it reaches around 35℃ after 6 days; the temperature drops fastest in the pebble layer, and the second fastest in the gravel sand layer, with the temperature cooling slowest in the silty fine sand layer; the average velocities at the frontal surface of the frozen soil in the pebble layer, gravel sand layer and silty fine sand layer are 15.5 cm/d, 12.5 cm/d and 8.3 cm/d, respectively, within the range 600 mm away from the frozen pipe; and affected by heat and air convection in the tunnel, the temperature at the junction of the segment and soil is higher than that in the soil layer.A complete frozen wall takes shape after 13 days of liquid nitrogen freezing, and tail brush replacement takes 22 days from freezing. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献