首页> 外国专利> Advanced sewage water treatment apparatus use of oxidation ditch

Advanced sewage water treatment apparatus use of oxidation ditch

机译:先进的污水处理设备使用氧化沟

摘要

the invention of the oxidation ditch wastewater treatment plant and wastewater treatment plant (oxidation ditch) in the microbial reactions to the use of sewage a technique for processing a height of. ; The purpose of the present invention the sewage removed by treatment with phosphorus and nitrogen in the improvement in the oxidation ditch sewage with the organic matter by the oxidation ditch and to increase the processing capacity to provide an advanced treatment system. ; In order to achieve this objective of installing a mixing tank for mixing and transporting sludge and sewage in oxidation ditch in front of the rear end of its fully capable of aerobic oxidation ditch mixed denitrification tank, anaerobic , separated by the aerobic tank, but the proportion of each size is 8: 6: 2, which was the residence time of the sewage to be a mixture of 2 hours to 16 hours in 6 hours, 8 hours in aerobic, anaerobic denitrification in the aerobic tank ; aerobic denitrification tank evenly installing the air diffuser pipe is configured as a micro-diffuser and the internal and install the inlet manifold is a mixture of sewage and return sludge to be evenly distributed within the aerobic denitrification tank and aerobic denitrification tank In installing the axial flow agitator to circulate the mixed liquor in the ; The dissolved oxygen concentration meter, and an oxidation-reduction potentiometer (ORP) of the blower it was installed so that the oxidation-reduction potential can be maintained at a predetermined value of air volume were able to be linked to install automatic air volume controller with nitrogen gas by denitrification occurs with sufficient oxygen supply in the transition from a mixture of aerobic denitrification hoeryu jonae adjusted, ; The anaerobic prevent the precipitation mixture therein installing the stirrer and prevents the precipitation of the mixed liquor flowing from the aerobic denitrification tank by installing the oxidation-reduction potential meter, and take place due to the residual organic substances and an anaerobic denitrification ; in the aerobic tank to supply sufficient air to give the internal an installation and install the dissolved oxygen analyzer was populated by microorganisms removed by absorption of remaining in the mixture flowing from the anaerobic. ; mixture of sewage leaked from a purification in the following oxidation ditch is a symbol of the final clarifiers The number of settled sludge was discharged and returned mixing tank in front of the oxidation ditch as part of transport sludge and sludge is removed as surplus sludge. ; The present invention can highly improve the existing oxidation ditch treatment to some and can also increase processing capacity is improved the water quality of the discharged water is also excellent treatment effect and the economy.
机译:本发明的发明的氧化沟废水处理厂和废水处理厂(氧化沟)在微生物反应中利用污水进行处理的技术高度。 ;本发明的目的是通过用磷和氮处理去除的污水,以通过氧化沟改善有机物对氧化沟污水的处理,并增加处理能力以提供先进的处理系统。 ;为了达到这个目的,在其完全能够好氧的氧化沟混合反硝化池的后端的前端安装了一个用于在氧化沟中混合和运输污泥和污水的混合池,该厌氧池由厌氧池隔开,但需按比例每种尺寸的比例为8:6:2,这是污水在6小时,8小时在好氧,好氧厌氧反硝化反应池中混合的2小时到16小时的停留时间;均匀安装好空气扩散器管的好氧反硝化池配置为微扩散器,内部和安装的入口歧管是污水和回流污泥的混合物,在好氧反硝化池和好氧反硝化池中均匀分布搅拌器使混合液在罐内循环;安装了溶解氧浓度计和鼓风机的氧化还原电位计(ORP),以便将氧化还原电势保持在预定的风量值。通过从反硝化氮气产生的氧气,在从需氧反硝化混合气的过渡过渡过程中提供了充足的氧气,通过安装氧化还原电位计,厌氧防止了其中的沉淀混合物安装在搅拌器上,并防止了从好氧反硝化槽流出的混合液的沉淀,并且由于残留的有机物和厌氧反硝化而发生;在需氧罐中提供足够的空气以提供内部安装的空间,并安装溶解氧分析仪,并通过吸收从厌氧性混合物中残留的残留物去除微生物。 ;在以下氧化沟中从净化器泄漏的污水混合物是最终澄清器的标志。排出的沉淀污泥数量增多,并作为运输污泥的一部分返回氧化沟前的混合罐,污泥作为剩余污泥被清除。 ;本发明可以在一定程度上大大改善现有的氧化沟处理,还可以提高处理能力,改善出水水质,还具有优异的处理效果和经济性。

著录项

  • 公开/公告号KR100582988B1

    专利类型

  • 公开/公告日2006-05-23

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030084755

  • 发明设计人 엄태경;

    申请日2003-11-26

  • 分类号C02F3/30;

  • 国家 KR

  • 入库时间 2022-08-21 21:23:46

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号