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The Possibility of Replacing the Alkaline Reagent in Sewage-Denitrification Technology

机译:污水反硝化技术中更换碱性试剂的可能性

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It has been shown under laboratory conditions that it is possible to produce and utilize the alkali (alkalinity) for the nitrification of fixed ammonia nitrogen contained in sewage waters of byproduct coke plants with the biological denitrification of the additionally added amount of nitrites and/or nitrates at the pretreatment stage which precedes the single-phase nitrification-denitrification stage.Denitrifying bacteria, while being facultatively anaerobic, can oxidize, under high-load conditions characteristic for the equalizing preaeration tank, organic contaminants contained in effluents of byproduct coke plants not only by air oxygen but also by the bound oxygen of nitrites and nitrates specially added to sewage water in the form of their salts.The possibility of producing the alkali by addition of nitrites and nitrates to the water is limited and depends on the ratio of the initial COD to the initial content of fixed ammonia, which is called here the denitrifying capacity (DC) of sewage waters.The alkali produced upon biological denitrification of nitrites or nitrates may serve as a fully satisfactory replacement for conventional alkaline reagents used in the ND technology.The results obtained also make it possible to come to the conclusion concerning the expediency of the combined purification of liquid effluents of byproduct coke plants and the sewage of plants with the content of nitrites and/or nitrates within the range of the reserve of the denitrifying capacity of the former [4].This makes it possible not only to reduce the consumption of air (power consumption) at the pretreatment stage but also to rule out or reduce, depending on the content of nitrites and/or nitrates, the consumption of conventional alkaline reagents in the technology of denitrification of sewage waters of byproduct coke plants and, hence, to reduce the general expenses on their purification. The sewage waters of interest in this respect (in our opinion) include the effluents of the "Azot" plant (Cherepovets) provided that they are treated in the nitrification regime.
机译:在实验室条件下已表明,可以生产和利用碱(碱度)来硝化副产物焦化厂废水中所含的固定氨氮,并通过生物反硝化额外添加的亚硝酸盐和/或硝酸盐在单相硝化-反硝化阶段之前的预处理阶段,反硝化细菌虽然兼性厌氧,但在均衡化预曝气池特有的高负荷条件下可以氧化副产物焦化厂废水中所含的有机污染物空气中的氧气以及通过以盐形式特别添加到污水中的亚硝酸盐和硝酸盐的结合氧。通过向水中添加亚硝酸盐和硝酸盐来生产碱的可能性是有限的,并且取决于初始COD的比例到固定氨的初始含量,此处称为反硝化能力(DC)o在亚硝酸盐或硝酸盐的生物反硝化过程中产生的碱可以完全替代ND技术中使用的常规碱性试剂。亚硝酸盐和/或硝酸盐含量在前者反硝化能力储备范围内的副产品焦化厂的液体废水和工厂污水的排放[4]。这不仅有可能减少空气消耗(电力消耗),但也要根据亚硝酸盐和/或硝酸盐的含量,排除或减少副产物焦化厂废水的反硝化技术中常规碱性试剂的消耗,从而减少或减少减少其净化的一般费用。在这方面(我们认为)感兴趣的污水包括“阿佐特”工厂(Cherepovets)的废水,只要它们经过硝化处理即可。

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