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微生物絮凝剂M-C11处理高岭土悬浊液的响应曲面优化
引用本文:马俊伟, 刘杰伟, 刘彦忠, 王洪涛, 岳东北. 微生物絮凝剂M-C11处理高岭土悬浊液的响应曲面优化[J]. 环境工程学报, 2015, 9(2): 677-682. doi: 10.12030/j.cjee.20150228
作者姓名:马俊伟  刘杰伟  刘彦忠  王洪涛  岳东北
作者单位:1.环境模拟与污染控制国家重点联合实验室, 北京师范大学环境学院, 北京 100875; 2.清华大学环境学院, 北京 100084
基金项目:国家“水体污染控制与治理”科技重大专项(2008ZX07313-002)
摘    要:采用响应曲面法对微生物絮凝剂M-C11处理高岭土悬浊液的过程参数进行优化,选取中心复合实验设计(CCD),以pH、M-C11投加量和CaCl2投加量等因素为自变量,以处理后的高岭土悬浊液絮凝率(Fr)为响应值,并借助扫描电镜对絮凝剂的作用机理进行初步探讨。结果表明,微生物絮凝剂M-C11可显著改善高岭土悬浊液的絮凝性能,且选取的3种单因素水平均可影响絮凝剂活性。经多元回归拟合分析,在M-C11投加量为2.56 mL,CaCl2 投加量为0.37 g/L的最优条件下,微生物絮凝活性实验值可达92.37%,接近模型预测值(92.30%)。CaCl2 投加量对絮凝效果的影响高于M-C11投加量(PCaCl2PM-C11)。Ca2+可中和高岭土颗粒表面负电荷,絮凝剂分子为悬浮颗粒提供吸附结合位点,促进絮体凝聚沉淀,M-C11絮凝机理是电中和、吸附架桥和网捕等联合作用的结果。

关 键 词:微生物絮凝剂   响应曲面优化   中心复合实验   絮凝活性   絮凝机理
收稿时间:2014-02-23

Optimization for kaolin suspension by bioflocculant M-C11 treatment using response surface methodology
Ma Junwei, Liu Jiewei, Liu Yanzhong, Wang Hongtao, Yue Dongbei. Optimization for kaolin suspension by bioflocculant M-C11 treatment using response surface methodology[J]. Chinese Journal of Environmental Engineering, 2015, 9(2): 677-682. doi: 10.12030/j.cjee.20150228
Authors:Ma Junwei  Liu Jiewei  Liu Yanzhong  Wang Hongtao  Yue Dongbei
Affiliation:1.State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal University, Beijing 100875, China; 2.School of Environment, Tsinghua University, Beijing 100084, China
Abstract:The response surface methodology (RSM) and the central composite design were used for obtaining the parameters in kaolin suspension by bioflocculant M-C11 treatment. pH, M-C11 dosage and CaCl2 dosage were the interactive variables, and the flocculating rate (Fr) was the response value. The mechanism of the bioflocculation was deduced by the scanning electron microscope. The results showed that the bioflocculant could considerably improve the flocculating characteristics of the kaolin suspension, which was influenced by the above three variables. Multiple regression fitting indicated that the flocculating rate was as high as 92.37%, in close agreement with the predicted value (92.30%) under the optimized conditions: M-C11 dosage of 2.56 mL,CaCl2 dosage of 0.37 g/L. CaCl2 dosage influenced the flocculating effect more significantly than M-C11 dosage. Cationic ions neutralized the surface negative charges in the kaolin particels. And the bioflocculant promoted the coagulation by providing adsorption sites for the suspended particles. The M-C11 biofocculating mechanism was the combination of charge neutralization,absorption bridging and netting mechanism.
Keywords:bioflocculant  response surface methodology (RSM)  central composite design (CCD)  flocculating activity  mechanism
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