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细微泥沙粒径对活性污泥产率的影响及其计算公式
引用本文:吉芳英, 来铭笙, 何莉, 周卫威. 细微泥沙粒径对活性污泥产率的影响及其计算公式[J]. 环境工程学报, 2016, 10(4): 1627-1632. doi: 10.12030/j.cjee.20160408
作者姓名:吉芳英  来铭笙  何莉  周卫威
作者单位:1. 重庆大学三峡库区生态环境教育部重点实验室, 重庆 400045; 2. 重庆大学低碳绿色建筑国际联合研究中心, 重庆 400045
基金项目:国家水体污染控制与治理科技重大专项(2013ZX07315-001)
摘    要:针对我国城镇污水处理厂进水SS/BOD5值普遍偏高,在取消初沉池后出现泥沙淤积、污泥浓度提高和污泥MLVSS/MLSS(f)值下降等问题,利用实验室SBR研究了不同粒径的细微泥沙对活性污泥产率的影响,并在对国内外现有污泥产率公式进行具体分析的基础上,提出了对于污泥产率公式的优化方法,并借此推导出f值的预测表达式。结果表明:当在进水中分别掺入体积平均粒径为19.8、72和118.6 μm的细微泥沙300 mg/L时,在系统运行36 d后,污泥浓度从启动初期的3 450分别提高至7 898、5 389和3 742 mg/L,MLVSS/MLSS则从0.67分别下降为0.33、0.48和0.59;活性污泥产率由0.498分别提升至1.257、0.813和0.575 kg MLSS/kg BOD5,利用悬浮系数ω对ATV污泥产率公式进行优化修正,计算值与实测值的相对误差分别由修正前的46.1%、125.8%和219.3%降至修正后的8.4%、8.9%和3.5%,所得的产率更贴近实际;通过修正后的ATV产率公式建立f值的预测表达式,计算值与实测值的相对误差分别为18.3%、12.6%和4.4%。

关 键 词:细微泥沙   粒径   污泥浓度   MLVSS/MLSS(f)   污泥产率   悬浮系数
收稿时间:2014-12-27

Calculation formulas of activated sludge yield and impact of fine sediment size in wastewater treatment systems
Ji Fangying, Lai Mingsheng, He Li, Zhou Weiwei. Calculation formulas of activated sludge yield and impact of fine sediment size in wastewater treatment systems[J]. Chinese Journal of Environmental Engineering, 2016, 10(4): 1627-1632. doi: 10.12030/j.cjee.20160408
Authors:Ji Fangying  Lai Mingsheng  He Li  Zhou Weiwei
Affiliation:1. Key Laboratory of Three Gorges Reservoir Region's Eco-Environment, Ministry of Education, Chongqing University, Chongqing 400045, China; 2. National Centre for International Research of Low-carbon and Green Buildings, Chongqing University, Chongqing 400045, China
Abstract:The high suspended solids/biochemical oxygen demand (SS/BOD5) of influent and the cancellation of primary sedimentation result in serious sediment deposition, a high sludge concentration, and a low mixed liquor volatile suspended solids/mixed liquor suspended solids (MLVSS/MLSS) (f) ratio in many wastewater treatment plants in China.This study investigated the effects of fine sediment with different particle sizes on the sludge yield from a sequencing batch reactor (SBR).Based on the analysis of the formulas of sludge yield domestically and abroad, methods to optimize the formula were proposed and the prediction expression of MLVSS/MLSS was derived.The results showed that when the influent was combined with 300 mg/L of different fine sediments with average volume sizes of 19.8, 72 and 118.6 μm, respectively, the sludge concentration, MLVSS/MLSS, and sludge yield changed after 36 d.Sludge concentrations increased from 3 450 to 7 898, 5 389, and 3 742 mg/L, respectively.The values of MLVSS/MLSS decreased from 0.67 to 0.33, 0.48, and 0.59.The values of sludge yield improved from 0.498 to 1.257, 0.813, and 0.575 kg MLSS/kg BOD5.After the suspension coefficient ω was used to modify and optimize the ATV formula of sludge yield, the relative errors of the calculated value and measured value decreased from 46.1%, 125.8%, and 219.3% to 8.4%, 8.9%, and 3.5%, respectively;thus, the results were closer to actual figures.According to the modified ATV formula of sludge yield, the prediction expression of MLVSS/MLSS was established and the relative errors of prediction value and measured value were 18.3%, 12.6%, and 4.4%, respectively.
Keywords:fine sediment  grain size  sludge concentration  MLVSS  MLSS(f)  sludge yield  suspension coefficient
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