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缺氧/好氧交替连续流的生活污水好氧颗粒污泥运行及污染物去除机制
摘要点击 2028  全文点击 742  投稿时间:2020-09-21  修订日期:2020-10-26
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中文关键词  连续流  好氧颗粒污泥  脱氮除磷  缺氧好氧交替  平行因子  污染物去除模型
英文关键词  continuous flow  aerobic granular sludge  nitrogen and phosphorus removal  anaerobic and aerobic alternate  parallel factor analysis  preliminary conceptual reaction process model
作者单位E-mail
李冬 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124 lidong2006@bjut.edu.cn 
杨敬畏 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124  
李悦 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124  
李帅 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124
哈尔滨工业大学城市水资源与水环境国家重点实验室, 哈尔滨 150090 
 
张诗睿 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124  
王文强 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124  
张杰 北京工业大学水质科学与水环境恢复工程北京市重点实验室, 北京 100124
哈尔滨工业大学城市水资源与水环境国家重点实验室, 哈尔滨 150090 
 
中文摘要
      室温下接种成熟的好氧颗粒污泥于由独立的缺氧池和好氧池组成的缺氧/好氧交替连续流系统中,以实际生活污水为进水基质,探究曝气强度和水力停留时间对连续流系统的影响.研究表明在回流比为2,较小的曝气强度(0.6mL·min-1)和适当的水力停留时间(9 h)条件下更有利于污染物的去除,此时TP平均去除率为80.43%,TN平均去除率为83.6%,COD平均去除率为90.39%,污泥浓度为2100 mg·L-1左右,污泥体积指数保持在50 mL·g-1以下,颗粒粒径在700~800 nm之间.用EEM-PARAFAC模型对不同阶段的EPS表征结果表明,EPS组成成分随着运行参数的改变而改变,水力停留时间对连续流系统有更大的影响.此外通过高通量测序的方法评估连续流系统中的微生物多样性,建立污染物去除模型,并在系统中发现了与脱氮除磷相关的11种主要功能菌.
英文摘要
      Mature aerobic granular sludge was inoculated at room temperature in an anaerobic/aerobic alternating continuous flow system. The system consisted of two independent anaerobic and aerobic tanks. Actual domestic sewage was used as the influent to explore the influence of the gas intensity and hydraulic residence time on the continuous flow system. The results revealed that the conditions of a reflux ratio of 2, lower aeration intensity (0.6 mL·min-1), and proper hydraulic residence time (9 h) were more conducive to the removal of pollutants. Under such conditions, the average removal rate of TP was 80.43%, the average removal rate of TN was 83.6%, the average removal rate of COD was 90.39%, the sludge concentration was approximately 2100 mg·L-1, the sludge volume index was maintained below 50 mL·g-1, and the particle size was 700-800 nm. The EEM-PARAFAC model was used to characterize and analyze the EPS at different stages. The results revealed that changing the parameters could change the composition of EPS. The hydraulic residence time had a greater impact on the continuous flow system than the aeration intensity. In addition, a preliminary conceptual reaction process model in the anaerobic/aerobic alternating continuous flow system was built using high-throughput pyrosequencing and phylogenetic assignment. Eleven major functional bacteria related to nitrogen and phosphorus removal were found in the system.

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