首页> 外国专利> BIOLOGICAL WASTEWATER TREATMENT SYSTEM AND METHOD FOR OXIDATION DECOMPOSING WASTEWATER BY THE SELF-PURIFICATION PRINCIPLE OR USING AEROBIC AND ANAEROBIC MICROORGANISMS OR OTHER MICROORGANISMS

BIOLOGICAL WASTEWATER TREATMENT SYSTEM AND METHOD FOR OXIDATION DECOMPOSING WASTEWATER BY THE SELF-PURIFICATION PRINCIPLE OR USING AEROBIC AND ANAEROBIC MICROORGANISMS OR OTHER MICROORGANISMS

机译:自纯化原理或使用好氧和厌氧微生物或其他微生物对废水进行氧化分解的生物废水处理系统和方法

摘要

PURPOSE: To provide wastewater treatment system and method for reducing wastewater treatment time and efficiently removing eutrophication materials such as phosphorous and nitrogen contained in wastewater by oxidation decomposing wastewater using aerobic and anaerobic microorganisms or other microorganisms. CONSTITUTION: An advanced wastewater treatment system comprises: a sedimentation separation tank(12) for settling wastewater flown in to separate sediment from wastewater; a flow equalization tank(13) for temporarily storing intermediate water of the sedimentation separation tank to supply a certain amount of treated water to a first aeration tank(14) that is a front aeration tank by a pump(P1); a second aeration tank(15) and an anoxic tank(16) continuously installed next to the first aeration tank; a third aeration tank(17) and a fourth aeration tank(18) that are rear aeration tanks installed in rear of the anoxic tank; a sedimentation tank(19), a stabilization tank(20) and a disinfection and discharge tank(21) installed in rear of the third aeration tank and the fourth aeration tank; a denitrification tank(22) connected to the return pipe connected to the sedimentation tank; a contact filter medium filling-up part which is installed in the front and rear aeration tanks, and which is vertically divided into upper and lower parts by a mesh net such that contact media(42) are stacked in the upper part of the contact filter medium filling-up part, and a sludge stacking part is formed in the lower part thereof; a diffuser installed in the contact filter medium filling-up part; a return pipe(31) installed in the sludge stacking part and connected to a backwashing pipe and the sedimentation separation tank; a transfer pipe(32) installed at the anoxic tank to transfer treated water to the first aeration tank by a pump; and a treated water transfer pipe(33) connected to the flow equalization tank to transfer treated water to the anoxic tank by a pump(P2).
机译:目的:提供一种废水处理系统和方法,以减少废水处理时间,并通过利用好氧和厌氧微生物或其他微生物对废水进行氧化分解,有效去除富营养化物质,例如废水中所含的磷和氮。组成:一种先进的废水处理系统,包括:一个沉淀分离池(12),用于沉降流入的废水以从废水中分离出沉淀物;均流罐(13),用于临时存储沉淀分离罐的中间水,以通过泵(P1)向作为前曝气罐的第一曝气罐(14)供应一定量的处理水。第二曝气池(15)和与第一曝气池相邻的缺氧池(16)。在缺氧槽的后方设置有作为后方曝气槽的第三曝气槽(17)和第四曝气槽(18)。在第三曝气池和第四曝气池的后方设置有沉淀池(19),稳定池(20)以及消毒排出池(21)。连接到与沉淀池相连的回流管上的反硝化池(22)。接触式过滤器介质填充部分,安装在前后曝气池中,并通过网状网在垂直方向上分为上下两部分,使接触式介质(42)堆叠在接触式过滤器的上部介质填充部分,在其下部形成污泥堆积部分。扩散器安装在接触式过滤器介质填充部分中;回流管(31),其安装在污泥堆积部中,并与反冲洗管和沉淀分离罐连接。安装在缺氧槽上的输送管(32),用于通过泵将处理后的水输送至第一曝气槽。处理水输送管33与流量均等箱连接,通过泵P2将处理水输送至缺氧箱。

著录项

  • 公开/公告号KR20050024524A

    专利类型

  • 公开/公告日2005-03-10

    原文格式PDF

  • 申请/专利权人 KANG KYUNG BUM;KANG PIL SUNG;

    申请/专利号KR20030061308

  • 发明设计人 KANG PIL SUNG;KANG KYUNG BUM;

    申请日2003-09-03

  • 分类号C02F3/30;

  • 国家 KR

  • 入库时间 2022-08-21 22:05:40

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