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热处理污泥联合间歇梯度曝气实现短程硝化

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提出了一种结合热处理污泥和间歇梯度曝气的新策略。在为期 120d 的实验中,探索了联合策略对氨氧化细菌(AOB)和亚硝酸盐氧化细菌(NOB)的影响。并在此基础上,以排泥比为主要变量,进一步优化短程硝化运行的长期稳定性。结果显示,在未添加外部碳源的条件下,间歇梯度曝气(DO:2。0mg/L//DO:1。2mg/L//DO:0。5mg/L)可以快速恢复因热处理而活性降低的AOB,并在 5d内亚硝酸盐氮积累率(NAR)达到 80%以上。在稳定运行阶段,比氨氧化速率(SAOR)和比亚硝酸盐氧化速率(SNPR)分别为 30。12 和 6。69mg N/(gVSS⋅h),氨氮出水浓度低于 0。1mg/L,亚硝酸盐和硝酸盐的出水浓度分别为53。42和8。01mg/L。进一步研究表明,排泥比设置为1%的反应器相较于排泥比分别为0。5%和1。5%的反应器,展现出更高的NAR(88。96%)和稳定性。
Achieving stable partial nitrification by combining heat-shock sludge and intermittent gradient aeration
A novel strategy combining heat shock and intermittent gradient aeration was proposed to achieve partial nitrification.The impact of the combined strategy on nitrifying bacteria was explored in a 120-day experiment.Furthermore,the long-term stability of partial nitrification under the combined strategy was optimized by adjusting the sludge discharge ratio as the primary variable.The results demonstrated that intermittent gradient aeration(DO:2.0mg/L//DO:1.2mg/L//DO:0.5mg/L)could rapidly restore the activity of ammonia-oxidizing bacteria impaired by thermal treatment without external carbon source added,and NAR achieved over 80%in 5days.During the stabilization phase,SAOR and SNPR were 30.12 and 6.69mg N/(gVSS⋅h),respectively.And the effluent ammonia concentration was below 0.1mg/L with nitrite and nitrate concentration of 53.42 and 8.01mg/L.Further analysis showed that the NAR remained at 88.96%when the sludge discharge ratio was set at 1%,while it tended to decrease with the discharge ratio of 0.5%or another value of 1.5%.

partial nitrificationintermittent gradient aerationheat shockregular sludge discharge

李冬、张景昭、曾凡旭、李柱、张杰

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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,黑龙江 哈尔滨 150090

短程硝化 间歇梯度曝气 热冲击 定期排泥

北京高校卓越青年科学家计划项目

BJJWZYJH01201910005019

2024

中国环境科学
中国环境科学学会

中国环境科学

CSTPCDCHSSCD北大核心
影响因子:2.174
ISSN:1000-6923
年,卷(期):2024.44(7)
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