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多模式厌氧/缺氧/好氧污水处理工艺的稳态与动态模拟
引用本文:周振,吴志超,王志伟,杜兴治,蒋玲燕,邢灿.多模式厌氧/缺氧/好氧污水处理工艺的稳态与动态模拟[J].环境科学,2013,34(4):1442-1447.
作者姓名:周振  吴志超  王志伟  杜兴治  蒋玲燕  邢灿
作者单位:1. 上海电力学院环境与化学工程学院,上海,200090
2. 同济大学环境科学与工程学院,污染控制与资源化研究国家重点实验室,上海200092
3. 上海城投污水处理有限公司,上海,201203
基金项目:国家高技术研究发展计划(863)项目(2012AA063403); 上海市晨光计划项目(2011CG60); 上海市教委科研创新项目(12YZ137)
摘    要:数学模拟是污水处理系统教学科研、工艺评估、运行优化和自动控制的重要工具,在污水处理厂中得到了广泛应用.利用过程数据对ASM2d模型进行校正,并分析评估了校正模型在多模式厌氧/缺氧/好氧(AAO)工艺3个模式15个工况下稳态模拟及AO模式下动态模拟的可靠性.15个工况的稳态模拟表明,校正模型能准确模拟污泥浓度和出水水质;在AO模式的动态模拟中,模拟曲线与出水水质以及污泥浓度的变化趋势相一致,模拟结果具有较高的准确度.

关 键 词:污水处理  模拟  活性污泥  数学模型  厌氧/缺氧/好氧工艺
收稿时间:2012/7/27 0:00:00
修稿时间:9/5/2012 12:00:00 AM

Modeling and Dynamic Simulation of the Multimode Anaerobic/Anoxic/Aerobic Wastewater Treatment Process
ZHOU Zhen,WU Zhi-chao,WANG Zhi-wei,DU Xing-zhi,JIANG Ling-yan and XING Can.Modeling and Dynamic Simulation of the Multimode Anaerobic/Anoxic/Aerobic Wastewater Treatment Process[J].Chinese Journal of Environmental Science,2013,34(4):1442-1447.
Authors:ZHOU Zhen  WU Zhi-chao  WANG Zhi-wei  DU Xing-zhi  JIANG Ling-yan and XING Can
Affiliation:College of Environmental and Chemical Engineering, Shanghai University of Electric Power, Shanghai 200090, China;State Key Laboratory of Pollution Control and Resource Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China;State Key Laboratory of Pollution Control and Resource Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China;Shanghai Chentou Wastewater Treatment Limited Company, Shanghai 201203, China;Shanghai Chentou Wastewater Treatment Limited Company, Shanghai 201203, China;College of Environmental and Chemical Engineering, Shanghai University of Electric Power, Shanghai 200090, China
Abstract:Mathematical modeling is a useful tool for professional education, process development, design evaluation, operational optimization and automatic control of the wastewater treatment system, and has been extensively applied in numerous full-scale wastewater treatment plants. The ASM2d model was calibrated by the process data, and used to simulate 15 operational test runs of the multimode anaerobic/anoxic/aerobic (AAO) process. After calibration, the model was capable of simulating the sludge concentrations and effluent data in 15 test runs of the multimode AAO system. The dynamic simulation results showed an overall good agreement between the measured and simulated data, for both effluent data and sludge concentrations, with a good reproduction of dynamic processes in AO test runs.
Keywords:wastewater treatment  simulation  activated sludge  mathematical model  anaerobic/anoxic/aerobic process
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