
[1]白玉華,張欣宇,黃政鑫,等.AAOA-MBR強化脫氮工藝用于內江市某污水廠提標改造[J].中國給水排水,2020,36(24):87-91.
BAI Yu-hua,ZHANG Xin-yu,HUANG Zheng-xin,et al.AAOA-MBR Enhanced Denitrification Process for Upgrading and Reconstruction of a Wastewater Treatment Plant in Neijiang[J].China Water & Wastewater,2020,36(24):87-91.
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BAI Yu-hua,ZHANG Xin-yu,HUANG Zheng-xin,et al.AAOA-MBR Enhanced Denitrification Process for Upgrading and Reconstruction of a Wastewater Treatment Plant in Neijiang[J].China Water & Wastewater,2020,36(24):87-91.
AAOA-MBR強化脫氮工藝用于內江市某污水廠提標改造
中國給水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第36卷 期數: 2020年第24期 頁碼: 87-91 欄目: 出版日期: 2020-12-17
- Title:
- AAOA-MBR Enhanced Denitrification Process for Upgrading and Reconstruction of a Wastewater Treatment Plant in Neijiang
- 關鍵詞:
- 污水處理廠; 提標改造; AAOA-MBR工藝
摘要:- 四川省內江市某污水廠總處理規模為1.8×104 m3/d,一期工程處理規模為0.9×104 m3/d,原采用AAO-MBR為主體的污水處理工藝,出水水質執行《城鎮污水處理廠污染物排放標準》(GB 18918—2002)一級A標準。提標改造工程處理規模不變,出水水質要達到《四川省岷江、沱江流域水污染物排放標準》(DB 51/2311—2016)中城鎮污水處理廠排放標準。總氮下降至10 mg/L是關鍵技術難點,為此,采用AAOA-MBR強化脫氮工藝,主要通過改造AAO生物池擴大缺氧區容積、新增碳源投加系統、新增精確曝氣系統等措施,實現了在不新增土地、不停產情況下總氮的有效去除。工程建成投運以來,運行狀況良好,出水水質穩定達到設計標準。
Abstract:- The total treatment capacity of a wastewater treatment plant in Neijiang City, Sichuan Province is 1.8×104 m3/d, and the treatment capacity of the first phase project is 0.9×104 m3/d. The AAO-MBR was used as the original wastewater treatment process, and the effluent quality implemented the first class A standard of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002). The treatment capacity of the upgrading project remains as same as the original project, and the effluent quality should meet the discharge standard of the municipal wastewater treatment plant in the Discharge Standard of Water Pollutants in Minjiang and Tuojiang River Basins of Sichuan Province (DB 51/2311-2016). The reduction of total nitrogen to 10 mg/L was the key technical difficulty. Therefore, the AAOA-MBR enhanced denitrification process was adopted to achieve the effective removal of total nitrogen without adding land or stopping production, mainly through the transformation of the AAO biological unit to expand the volume of the anoxic zone, addition of new carbon source dosing system, and adoption of new precise aeration system. Since the project was completed and put into operation, it has been in good operating condition, and the effluent quality has reached the design standard.