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有机负荷冲击对微压反应器的影响及调控策略
引用本文:王帆,么兴荣,刘松林,蒋维卿,艾胜书,王喜超,边德军.有机负荷冲击对微压反应器的影响及调控策略[J].中国环境科学,2021,41(8):3667-3675.
作者姓名:王帆  么兴荣  刘松林  蒋维卿  艾胜书  王喜超  边德军
作者单位:1. 长春工程学院, 水利与环境工程学院, 吉林 长春 130012;2. 吉林省城市污水处理重点实验室, 吉林 长春 130012;3. 海南省水务集团有限公司, 海南 海口 571126
基金项目:国家自然科学基金资助项目(51878067);吉林省科技发展计划项目(202002027JC)
摘    要:通过单周期瞬时有机负荷(OLR)冲击试验,探究了OLR冲击对微压内循环反应器(MPR)去除效率的影响,采用提高曝气量的方式应对冲击,确定不同OLR冲击条件下的最适曝气量.结果表明,随着OLR的增加,出水COD低于50mg/L,出水TN低于10mg/L,但NH4+-N和TP的去除效率随负荷增加而降低.OLR增加到0.26gCOD/(gMLSS·d)时出水TP高于0.5mg/L;OLR增加到0.46gCOD/(gMLSS·d)时出水NH4+-N高于5mg/L.OLR分别为0.26,0.34,0.46gCOD/(gMLSS·d)时,相应最适曝气量分别为1.95,2.25,2.45L/min.在单周期OLR冲击下,通过调控曝气量的方式可以有效应对冲击,保证污染物去除效果.

关 键 词:有机负荷冲击  微压内循环反应器  去除效率  气量调控  
收稿时间:2021-01-15

The impact of organic load on the micro-pressure swirl bioreactor and its control strategy
WANG Fan,YAO Xing-rong,LIU Song-lin,JIANG Wei-qing,AI Sheng-shu,WANG Xi-chao,BIAN De-jun.The impact of organic load on the micro-pressure swirl bioreactor and its control strategy[J].China Environmental Science,2021,41(8):3667-3675.
Authors:WANG Fan  YAO Xing-rong  LIU Song-lin  JIANG Wei-qing  AI Sheng-shu  WANG Xi-chao  BIAN De-jun
Institution:1. Changchun Institute of Technology, School of Hydraulic & Environmental Engineering, Changchun 130012, China;2. Key Laboratory of Urban Sewage Treatment of Jilin Province, Changchun 130012, China;3. Hainan Provincial Water Group Co., Ltd, Haikou 571126, China
Abstract:Through a single-cycle instantaneous organic load rate (OLR) shock test, the influence of OLR shock on the micro-pressure swirl bioreactor (MPR) removal efficiency was explored. And adopt the method of increasing the aeration rate to deal with the shock, and determine the optimal aeration rate under different OLR shock conditions. The results showed that with the increase of OLR, the effluent COD was less than 50mg/L and the effluent TN was less than 10mg/L, but the removal efficiency of NH4+-N and TP decreased as the load increased. OLR increased to 0.26gCOD/(gMLSS·d), the effluent TP was higher than 0.5mg/L, and when it was increased to 0.46gCOD/(gMLSS·d), the effluent NH4+-N was higher than 5mg/L. When OLR is 0.26, 0.34, 0.46gCOD/(gMLSS·d), the corresponding optimal aeration volume is 1.95, 2.25, 2.45L/min, respectively. Under a single-cycle OLR shock, the influence could be effectively dealt with by adjusting the amount of aeration to ensure the removal of pollutants.
Keywords:organic load shock  micro-pressure swirl bioreactor  removal efficiency  gas volume control  
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