首页|大型水质净化厂纯膜MBBR工艺条件优化及运行分析

大型水质净化厂纯膜MBBR工艺条件优化及运行分析

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广东某大型水质净化厂将原平流沉淀池末端改造为纯膜MBBR工艺段,以提高系统对微污染河道水中氨氮的去除效果。改造后稳定运行期间,厂区出水CODMn、BOD5、氨氮、TP和SS的平均质量浓度分别为19、2。7、0。47、0。10 mg/L和8 mg/L,平均去除率分别为 24。11%、35。03%、85。17%、56。30%和 57。15%,满足《地表水环境质量标准》(GB 3838-2002)Ⅲ类水质标准。通过中试探究了水温、气水比、水力停留时间及填料填充率各运行条件对纯膜MBBR工艺硝化性能的影响。结果表明,最佳运行条件:水温为 25℃、气水比为 1。50 ∶ 1、水力停留时间为 54 min、悬浮填料填充率为 40%。优化条件下,氨氮平均去除率可达 97。79%。文章对纯膜MBBR生物池的调试及运行经验进行了总结,可为类似工程提供借鉴和参考。
Condition Optimization and Operation Analysis of Pure MBBR Process for a Large Scale Water Purification Plant
The original horizontal sedimentation tank end of large water purification plant in Guangdong Province has transformed into pure MBBR progress to improve the removal efficiency of ammonia nitrogen for micro-polluted raw river water treatment.After reconstruction,in stable operation period,the average effluent concentrations of CODMn,BOD5,ammonia nitrogen,TP and SS are 19,2.7,0.47,0.10 mg/L and 8 mg/L,respectively,with the average removal efficiency of 24.11%,35.03%,85.17%,56.30%and 57.15%,respectively,meeting the class Ⅲ water quality standard of Environmental Quality Standards for Surface Water(GB 3838-2002).A pilot study investigates the effects of operating conditions such as water temperature,air-water ratio,hydraulic retention time and filler filling ratio on the nitrification performance of pure MBBR process.Results show that the water temperature is 25℃,air-water ratio is 1.50 ∶ 1,hydraulic retention time is 54 min and filling ratio of suspended filler is 40%,under the best operation condition,the average removal efficiency of ammonia nitrogen reaches 97.79%.The paper also summarizes the test and operation experience of pure MBBR progress applied in large WTP,so as to provide experiment for the similar engineering projects in the future.

pure MBBR processpilot studyprocess conditionremoval effectcommissioning and operation

贾旭超、盛德洋、贺珊珊、万年红、余军、简思凤

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中国市政工程中南设计研究总院有限公司,湖北武汉 430010

东莞市水务集团有限公司,广东东莞 523000

纯膜MBBR工艺 中试 工艺条件 去除效果 调试及运行

中国市政工程中南设计研究总院有限公司科研项目

KY-N-S-2020-009

2024

净水技术
上海市净水技术学会,上海市城乡建设和交通委员会科学技术委员会办公室

净水技术

CSTPCD
影响因子:0.643
ISSN:1009-0177
年,卷(期):2024.43(1)
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