MBBR用于南方某污水廠強化脫氮效果分析
- Title:
- Analysis of Denitrification Efficiency of a Wastewater Treatment Plant in South China Enhanced by MBBR
- 關(guān)鍵詞:
- 移動床生物膜反應(yīng)器; 生物脫氮; 同步硝化反硝化; 懸浮載體
- Keywords:
- MBBR; biological denitrification; simultaneous nitrification and denitrification; suspended carrier
- 摘要:
- 浙江某污水廠設(shè)計規(guī)模為16×104 m3/d,采用Bardenpho—MBBR工藝進行升級改造后,生化池出水COD、NH4+ - N、TN、TP均值分別為17.2、0.37、7.72、0.168 mg/L,在不投加碳源的情況下即可達到準Ⅳ類水標準,生物脫氮除磷效果良好。對生化池各功能區(qū)沿程采樣測定發(fā)現(xiàn),好氧MBBR區(qū)對TN的去除率為28%~46%,受到泥漿水沖擊后也能保持在15%~22%,系統(tǒng)高效去除TN得益于好氧MBBR區(qū)的同步硝化反硝化(SND)作用;由于好氧區(qū)的SND現(xiàn)象,平均可以節(jié)省0.23元/m3的碳源費用,年節(jié)約碳源費用近1 343.2萬元;生物膜厚度和溶解氧的控制對于穩(wěn)定表現(xiàn)SND有重要影響;系統(tǒng)中微生物的高通量測序結(jié)果顯示,懸浮載體上硝化菌豐度為32.19%、反硝化菌豐度為4.86%,硝化菌和反硝化菌同時存在為SND現(xiàn)象的產(chǎn)生提供了微觀保證;冬季低溫時,懸浮載體實際承擔了系統(tǒng)近90%的硝化負荷。
- Abstract:
- The design scale of a wastewater treatment plant (WWTP) in Zhejiang Province was 16×104 m3/d. After retrofitted by Bardenpho-MBBR, the effluent COD, NH4+ - N, TN and TP of the WWTP were 17.2 mg/L, 0.37 mg/L, 7.72 mg/L and 0.168 mg/L, respectively. Without carbon addition, the effluent almost achieved class Ⅳ level of Environmental Quality Standards for Surface Water, which indicated that good biological nitrogen and phosphorus removal were obtained. According to the measurement of every functional area of the biochemical tank, 28%-46% of TN was removed in the aerobic area of the MBBR, and the removal efficiency could be maintained between 15% and 22% after the shock of muddy water. The good TN removal efficiency was benefited from simultaneous nitrification and denitrification (SND) in the MBBR zone. Due to the SND phenomenon in the aerobic zone, the carbon source cost could be saved by 0.23 yuan/m3 on average, and the annual carbon source cost could be saved by 13.432 million yuan. Control of biofilm thickness and dissolved oxygen had an important effect on stable performance of SND. Highthroughput sequencing of microorganisms in the system showed that the relative abundances of nitrifying bacteria and denitrifying bacteria on the suspended carrier were 32.19% and 4.86%, respectively. The simultaneous presence of nitrifying bacteria and denitrifying bacteria made SND phenomenon possible to happen. When the temperature was low in winter, nearly 90% of the nitrification load of the system was actually consumed by the suspended carrier.
相似文獻/References:
[1]朱點鈺,陳年浩,朱津葦,等.填料類型對MBBR啟動及運行效能的影響[J].中國給水排水,2018,34(21):1.
ZHU Dian yu,CHEN Nian hao,ZHU Jin wei,et al.Effect of Carrier Type on Startup and Operating Efficiency of Moving Bed Biofilm Reactor[J].China Water & Wastewater,2018,34(07):1.
[2]鄭臨奧,吳迪,張晶晶,等.城市污水泵站改為河道生態(tài)補給站的實踐總結(jié)[J].中國給水排水,2018,34(20):82.
ZHENG Lin ao,WU Di,ZHANG Jing jing,et al.Practice of River Ecological Replenishment Retrofitting from an Urban Sewage Pumping Station[J].China Water & Wastewater,2018,34(07):82.
[3]田敏,崔濤,呂愷,等.西安市第四污水處理廠A2/O工藝的脫氮性能評價[J].中國給水排水,2020,36(13):1.
TIAN Min,CUI Tao,LU Kai,et al. Denitrification Performance Evaluation of A2/O Process in Xi’an Fourth Wastewater Treatment Plant [J].China Water & Wastewater,2020,36(07):1.
[4]吳彥成,顧鑫,朱繼濤,等.鐵氨氧化污水生物脫氮技術(shù)的研究進展[J].中國給水排水,2020,36(18):38.
WU Yan-cheng,GU Xin,ZHU Ji-tao,et al.Research Advances of Biological Nitrogen Removal from Wastewater via Fe(Ⅲ) Reduction Coupled to Anaerobic Ammonium Oxidation (Feammox) Process[J].China Water & Wastewater,2020,36(07):38.
[5]周家中,吳迪,鄭臨奧.純膜MBBR工藝在國內(nèi)外的工程應(yīng)用[J].中國給水排水,2020,36(22):37.
ZHOU Jia-zhong,WU Di,ZHENG Lin-ao.Engineering Application of Pure MBBR Process at Home and Abroad[J].China Water & Wastewater,2020,36(07):37.
[6]黃子洪,向婷,方華,等.分步進水SBR工藝生物脫氮運行條件優(yōu)化及數(shù)學模擬[J].中國給水排水,2020,36(23):89.
HUANG Zi-hong,XIANG Ting,FANG Hua,et al.Operational Condition Optimization and Mathematical Simulation of Biological Denitrification in Step-feed SBR Process[J].China Water & Wastewater,2020,36(07):89.
[7]王朝朝,張歡,閆立娜,等.高鹽度沖擊后厭氧氨氧化工藝恢復(fù)及運行特性[J].中國給水排水,2021,37(3):16.
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