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METHOD biological treatment of sewage containing faeces with dramatic changes in time expenses amounted to

机译:方法生物处理含粪便的污水的时间发生了巨大变化。

摘要

Method of deep biological treatment of sewage containing faeces with sharply varying with time expenditure and the composition comprising filtering the water to separate large solids, settling to remove from waste sand water and the coagulated impurities, the averaging flow rate of wastewater treatment community wastewater aquatic organisms from bacteria to zooplankton for water purification from dissolved organics and nutrients and subsequent decontamination effluents to remove pathogenic Microorganisms, characterized in that mnogoilovoy system of biological purification of sewage all sludge systems advantageously employ biocenosis attached to Ershovoy nozzle microorganisms without the use of secondary clarifiers, thin-layer settlers-desilters are utilized only for thickening sludge from Ershovoy nozzle regeneration stages tertiary sewage treatment and during the commissioning, the circulation return flow of treated water - the source of nitrites and nitrates is organized of the steps completed Ia process of nitrification of ammonium nitrogen waste water effluent inlet to the bioreactor; at all levels of biological wastewater treatment processes nitridenitrifikatsii activated the air as an oxygen source and means for mass transfer between attached to Ershovoy nozzle hydrobionts and cleaned waste water feed it under Ershov nozzle, and at step tertiary sewage treatment air supply is made through the airlift niche during wastewater treatment and for the regeneration Ershov nozzle ethane ruff aftertreatment of n
机译:对含粪便的污水进行深层生物处理的方法,该污水随时间的流逝而急剧变化,其组成包括过滤水以分离出大的固体,沉降以从废砂水和凝结的杂质中去除,废水处理社区废水水生生物的平均流速从细菌到浮游动物,用于从溶解的有机物和营养物中进行水净化,然后进行去污废水以去除病原微生物,其特征在于,对污水进行生物净化的mnogoilovoy系统有利地利用附着在Ershovoy喷嘴微生物上的生物污染而无需使用次级澄清剂层沉降-除沙器仅用于浓缩Ershovoy喷嘴再生阶段三次污水处理中的污泥,并且在调试过程中,处理后的水的循环回流-亚硝酸盐和硝酸盐的来源按以下步骤进行组织完成生物反应器进口的氨氮废水出水口的硝化过程;在所有级别的生物废水处理过程中,氮化物氮激活了空气作为氧气源,并在附着于Ershovoy喷嘴水生生物上的物质之间进行了质量转移,并向Ershov喷嘴提供了净化后的废水,并在步骤3中通过气浮提供了第三级污水处理空气废水处理过程中的生态位,以及用于n

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