LIU Jia-qiang,ZHANG Jian-kun,LI Ying,et al.Application of Reversed A2/O+A/O Process in the Second-phase Extension Project of a Municipal WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(22):55-58.
倒置A2/O+A/O工藝用于某城市污水廠二期擴(kuò)建工程
- Title:
- Application of Reversed A2/O+A/O Process in the Second-phase Extension Project of a Municipal WastewaterTreatment Plant
- 文章編號(hào):
- 1000-4602(2018)22-0055-04
- Keywords:
- reversed A2/O; A/O; nitrogen and phosphorous removal
- 分類號(hào):
- TU992.3
- 文獻(xiàn)標(biāo)志碼:
- C
- 摘要:
- 某城市污水處理廠一期設(shè)計(jì)規(guī)模為2×104 m3/d,采用傳統(tǒng)A2/O工藝,出水水質(zhì)很難達(dá)到《城鎮(zhèn)污水處理廠污染物排放標(biāo)準(zhǔn)》(GB 18918—2002)一級(jí)A標(biāo)準(zhǔn)。二期擴(kuò)建工程設(shè)計(jì)規(guī)模為3×104 m3/d,在總結(jié)一期工程運(yùn)行經(jīng)驗(yàn)基礎(chǔ)上,提出倒置A2/O+A/O工藝,并輔以化學(xué)除磷及接觸過(guò)濾等深度凈化處理工藝,確保出水穩(wěn)定達(dá)標(biāo)排放。二期擴(kuò)建工程投入運(yùn)營(yíng)后,出水COD、SS、氨氮、TP平均濃度分別為34.5、7.8、3.8、0.34 mg/L,穩(wěn)定達(dá)到一級(jí)A排放標(biāo)準(zhǔn)。
- Abstract:
- The first-phase design capacity of a wastewater treatment plant was 2×104 m3/d. With the traditional A2/O process, the effluent quality was very difficult to meet the first class A criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002). The design capacity of second-phase extension project was 3×104 m3/d, on the basis of operation experience of the first-phase project, the combination process of reversed A2/O+AO followed by the advanced treatment process of chemical phosphorous removal and contact filtration were adopted in ensure the stable effluent quality. After second-phase extension project was put into operation, the effluent concentrations of COD, SS, ammonia nitrogen, TP were 34.5 mg/L, 7.8 mg/L, 3.8 mg/L, 0.34 mg/L, respectively, and all effluent indexes could meet the first level A criteria.
參考文獻(xiàn)/References:
[1] 王曉蓮,彭永臻. A2/O法污水生物脫氮除磷處理技術(shù)與應(yīng)用[M]. 北京:科學(xué)出版社,2009. Wang Xiaolian,Peng Yongzhen. Treatment Technology and Application of Biological Nitrogen and Phosphorus Removal in Sewage by A2/O Process[M]. Beijing:Science Press,2009(in Chinese).
[2] 張波,高廷耀. 倒置A2/O工藝的原理與特點(diǎn)研究[J]. 中國(guó)給水排水,2000,16(7):11-15. Zhang Bo,Gao Tingyao. Principle and characteristics of reversed A2/O process[J]. China Water & Wastewater,2000,16(7):11-15(in Chinese).
[3] 傅鋼,董濱,周增炎,等. 倒置AAO工藝的設(shè)計(jì)特點(diǎn)與運(yùn)行參數(shù)[J]. 中國(guó)給水排水,2004,20(9):53-55. Fu Gang,Dong Bin,Zhou Zengyan,et al. Design characteristics and operating parameters of inverted AAO process[J]. China Water & Wastewater,2004,20(9):53-55(in Chinese).
[4] 高廷耀,周增炎. 簡(jiǎn)易改造城市污水廠的脫氮除磷新工藝[J]. 同濟(jì)大學(xué)學(xué)報(bào):自然科學(xué)版,2000,28(3):324-327. Gao Tingyao,Zhou Zengyan. New processes for simply retrofitting municipal sewage treatment plants to achieve nitrogen and phosphorus removal[J]. Journal of Tongji University:Natural Science,2000,28(3):324-327(in Chinese).
備注/Memo
基金項(xiàng)目: 徐州工程學(xué)院校研課題(XKY2016230); 住房和城鄉(xiāng)建設(shè)部項(xiàng)目(00730091、2010-k7-4)
作者簡(jiǎn)介:劉加強(qiáng)(1986- ), 男, 山東五蓮人, 碩士, 工程師, 主要從事給水排水方面的教學(xué)與設(shè)計(jì)工作, 曾獲2016年省城鄉(xiāng)建設(shè)系統(tǒng)優(yōu)秀勘察設(shè)計(jì)三等獎(jiǎng)。 E-mail:liujiaqiangsdjz@126.com
收稿日期:2018-06-25
