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System for Additional Removal of Nitrogen and Phosphorus from Treated Wastewater

机译:额外去除处理过的废水中氮和磷的系统

摘要

An object of the present invention is directed to a biological treatment of sewage systems, particularly, in addition to the installation in an existing activated sludge process or a nitrogen / phosphorus removal single sludge process to improve the organic substances, nitrogen and phosphorus removal.; Consists of anoxic / DPB (1) and the aerobic tank (2) and the anaerobic tank 3 and the acid fermentation tank 4 and the reservoir 5 and the final settling tank (6), the aerated liquid from the conventional process anoxic / DPB (1 ) it is supplied to; The primary sludge is fed to the acid fermentation tank (4); Part of the sludge from the final settling tank 6 is supplied to the anaerobic tank (3), the aerated liquid is discharged through the anoxic / DPB (1) and the aerobic tank (2) via a final settling tank (6); The primary sludge is joined with the acid fermentation tank 4 and through the reservoir (5) after the joining, and the sludge is conveyed from the final settling tank (6) in the anaerobic tank (3), re-aeration fluid from the anoxic / DPB (1), the anoxic tank / the system via a DPB (1) and the aerobic tank (2) to be discharged through a final settling tank (6).
机译:本发明的目的是针对污水处理系统的生物处理,特别是除了安装在现有的活性污泥法或脱氮/除磷单污泥法中以改善有机物质,氮和磷的去除之外。由缺氧/ DPB(1),好氧池(2),厌氧池3,酸发酵池4,储罐5和最终沉降池(6)组成,它们来自常规工艺的缺氧/ DPB( 1)提供给;初级污泥被送入酸发酵罐(4);来自最终沉淀池6的部分污泥被供应至厌氧池(3),充气液通过最终沉淀池(6)通过缺氧/ DPB(1)和需氧池(2)排出;初级污泥与酸发酵罐4接合,并在接合后通过储罐(5),污泥从厌氧罐(3)中的最终沉降罐(6)输送,再从厌氧罐中通气/ DPB(1),缺氧池/系统通过DPB(1)和好氧池(2)通过最终的沉降池(6)排出。

著录项

  • 公开/公告号KR100391009B1

    专利类型

  • 公开/公告日2003-07-12

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20000031920

  • 申请日2000-06-10

  • 分类号C02F3/30;

  • 国家 KR

  • 入库时间 2022-08-21 23:45:17

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