首页> 外国专利> WASTEWATER ADVANCED TREATMENT APPARATUS AND METHOD OF SEQUENCING BATCH SOIL ACTIVATED SLUDGE PROCESS UTILIZING SLUDGE BUFFER TANK

WASTEWATER ADVANCED TREATMENT APPARATUS AND METHOD OF SEQUENCING BATCH SOIL ACTIVATED SLUDGE PROCESS UTILIZING SLUDGE BUFFER TANK

机译:污水高级处理装置和利用污泥缓冲池分离批量土壤活性污泥工艺的方法。

摘要

In order to supplement the limitation of the time division of the continuous batch activated sludge process, the apparatus for treating wastewater according to the present invention installs a semi-bath (anaerobic-anoxic tank) in front of the batch reactor to treat nitrogen and phosphorus with time. Two parallel batch reactors are installed to continuously treat organic matter and nitrogen oxides. The sludge buffer tank is arranged in a direction parallel to the semi-tank, and the sludge collected after the discharging process of the batch tank is collected by the sludge collector, and then divided into the semi-tank and the sludge buffer tank by the tank. In the semi - batch, the initial high concentration of anaerobic sludge is mixed with the influent of the anaerobic tank to efficiently improve the release of phosphorus. The nitrified water and the sludge are transported to the semi-batch and stirred by the continuous conveyance to improve the denitrification efficiency. The sludge (microorganism) transferred to the sludge buffer tank is introduced into the batch reactor for the balance of the microorganism amount in the batch reactor after it is ignited by the microorganism incubator to the soil microorganism. Thus, the chelating reaction of the soil microorganisms collects odor-inducing substances such as nitrogen and sulfur, which are malodorous substances, to reduce odor. In addition, the apparatus for treating wastewater according to the present invention is provided with a supersonic discharge device utilizing a minimum head difference to avoid an ineffective dead space of a treatment plant structure.
机译:为了补充连续间歇式活性污泥法时分的限制,根据本发明的废水处理装置在间歇式反应器的前面安装了一个半浴池(厌氧-缺氧池)以处理氮和磷。随着时间的推移。安装了两个平行的间歇反应器,以连续处理有机物和氮氧化物。污泥缓冲罐沿平行于半罐的方向布置,分批罐排放后收集的污泥由污泥收集器收集,再由半污泥分为半罐和污泥缓冲罐。坦克。在半分批处理中,将最初的高浓度厌氧污泥与厌氧池的进水混合,以有效改善磷的释放。硝化水和污泥通过连续输送被输送到半间歇搅拌,以提高反硝化效率。转移到污泥缓冲罐中的污泥(微生物)被引入分批反应器中,以在分批反应器中被微生物培养箱点燃为土壤微生物后平衡其中的微生物数量。因此,土壤微生物的螯合反应收集恶臭物质例如氮和硫的气味诱导物质,以减少气味。另外,根据本发明的废水处理设备设置有利用最小水头差来避免处理设备结构的无效死空间的超音速排放装置。

著录项

  • 公开/公告号KR101908319B1

    专利类型

  • 公开/公告日2018-10-17

    原文格式PDF

  • 申请/专利权人 (주)태림이엔티;

    申请/专利号KR20180016744

  • 发明设计人 최일준;조정상;

    申请日2018-02-12

  • 分类号C02F3/12;C02F3;C02F3/20;C02F3/30;C02F3/34;

  • 国家 KR

  • 入库时间 2022-08-21 12:36:59

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