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活性污泥沉降速率模型的研究进展

Research Progress on Settling Velocity Models of Activated Sludge

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【作者】 赵一德周振麦穗海王荣生李震

【Author】 ZHAO Yi-de1, ZHOU Zhen2, MAI Sui-hai1, WANG Rong-sheng1, LI Zhen1 (1. Shanghai South District Drainage Operation Ltd., Shanghai 201201, China; 2. State Key Laboratory of Pollution Control and Resource Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China)

【机构】 上海市城市排水市南运营有限公司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

【摘要】 活性污泥沉降速率是二沉池模型的核心内容,以固体通量理论为基础的沉降速率模型主要包括幂函数模型、指数模型、Cho模型、双指数模型和颗粒分类沉降模型。在二沉池模拟中,指数模型和双指数模型较为实用且应用较多。指数模型的参数估计可通过模型参数与SVI关联实现,而双指数模型的参数则需将批沉降试验与最优化技术相结合才能确定。对活性污泥沉降速率模型的进一步研究工作提出展望。

【Abstract】 Settling velocity of activated sludge is the core content of secondary clarifier model. The settling velocity models based on solid flux theory mainly include power model, exponential model, Cho model, double exponential model and component fraction settling model. The exponential model and double exponential model were the most practical and applied models for secondary clarifier simulation. As for parameter estimation, the correlation between model parameters and SVI was chiefly used for exponential model, while the combination of batch settling test and optimization technique was usually adopted for double exponential model. Finally, the key points for further research were put forward.

  • 【文献出处】 净水技术 ,Water Purification Technology , 编辑部邮箱 ,2008年05期
  • 【分类号】X703
  • 【被引频次】6
  • 【下载频次】355
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