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Feasibility and simulation model of a pilot scale membrane bioreactor for wastewater treatment and reuse from Chinese traditional medicine 被引量:4
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作者 REN Nan-qi YAN Xian-feng +3 位作者 CHEN Zhao-bo HU Dong-xue GONG Man-li guo wan-qian 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2007年第2期129-134,共6页
The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment proce... The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment process for the high-strength Chinese traditional medicine wastewater. This article was focused on the feasibility of the wastewater treatment and reuse at shorter hydraulic retention time (HRT) of 5.0, 3.2 and 2.13 h. MLSS growth, membrane flux, vacuum values and chemical cleaning periods were also investigated. The experimental results of treating two-phase anaerobic treatment effluent demonstrated that the CODfilt was less than 100 mg/L when the influent COD was between 500-10000 mg/L at HRT of 5.0 h, which could satisfy the normal discharged standard in China. The experimental results to treat cross flow aerobic reactor effluent demonstrated that the average value of CODfilt was 17.28 mg/L when the average value of influent COD was 192.84 mg/L at HRT of 2.13 h during 106 d, which could completely meet the normal standard for water reuse. The maximum MLSS and MLVSS reached 24000 and 14500 mg/L at HRT of 3.2 h respectively. Membrane flux had maximal resume degrees of 94.7% at vacuum value of 0.02 MPa after cleaning. Chemical cleaning periods of membrane module were 150 d. A simulation model of operational parameters was also established based on the theory of back propagation neural network and linear regression of traditional mathematical model. The simulation model showed that the optimum operational parameters were suggested as follows: HRT was 5.0 h, SRT was 100 d, the range of COD loading rate was between 10.664-20.451 kg/(m3.d), the range of MLSS was between 7543-13694 mg/L. 展开更多
关键词 submerged membrane bioreactor (SMBR) Chinese traditional medicine wastewater hydraulic retention time (HRT) simulation model pilot scale test
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尼泊金甲酯对污泥减量及污水处理效果的影响
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作者 郭婉茜 雒海潮 +2 位作者 陈田慧 吴清莲 季小益 《中国给水排水》 CAS CSCD 北大核心 2019年第3期26-30,共5页
活性污泥法是目前应用最为广泛的污水处理技术,但在处理污水的同时不可避免地会产生大量剩余污泥,其处理与处置费用占污水处理厂运行成本的50%左右。为此,研究了解偶联剂尼泊金甲酯对污泥减量及污水处理效果的影响。当尼泊金甲酯浓度为1... 活性污泥法是目前应用最为广泛的污水处理技术,但在处理污水的同时不可避免地会产生大量剩余污泥,其处理与处置费用占污水处理厂运行成本的50%左右。为此,研究了解偶联剂尼泊金甲酯对污泥减量及污水处理效果的影响。当尼泊金甲酯浓度为1 mg/L时污泥减量效果最佳,达到了38. 0%。在此条件下,COD和PO_4^(3-)-P的平均去除率由空白组的88. 10%和48. 14%分别提高到90. 41%和53. 91%; NH_4^+-N和TN的平均去除率则略有下降,由空白组的82. 95%和55. 20%分别下降到82. 48%和53. 12%;同时,在试验过程中污泥的沉降性能良好。因此,采用尼泊金甲酯实现污泥减量具有良好的经济性和应用前景。 展开更多
关键词 活性污泥法 污泥减量 尼泊金甲酯 污泥沉降性能
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