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污水泵站前池防淤措施的研究

Research on Measures to Prevent Sedimentation in the Forebay of a Pumping Station

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【作者】 刘成韦鹤平何耘

【Author】 Liu Cheng Wei Heping (State Key Laboratory of Water Pollution Control and Resources Reuse, Tongji University, Shanghai, 200092) He Yun (Anhui Architectural Engineering Institute, Hefei, 230022)

【机构】 同济大学环境污染控制与资源化国家重点实验室!上海200092安徽建筑工业学院合肥!230022

【摘要】 由于城市污水中含有大量固体悬浮颗粒 ,城市污水泵站前池普遍存在淤积问题 ,给泵站运行、管理带来不便 ,有必要通过水力模型浑水试验探求前池防淤措施 .结合上海市污水治理 2期工程南线 #A泵站水力模型试验研究 ,利用浑水试验 ,对城市污水泵站前池淤积问题进行一定的探讨 ,通过对不同的改进措施下前池淤积状况的分析比较 ,提出了在原设计前池中设置 45°导流板的最佳防淤措施

【Abstract】 As suspended solid particles being carried in city sewerage, sediment deposition generally existing in the forebays of city sewage pumping stations often causes problems for operation. It is necessary to search for measures to prevent the sedimentation in the forebay. Related to the research on the hydraulic model tests for the south main drain #A pumping station of the Second Shanghai Sewerage Project and made use of silt-laden water test, the problems of sedimentation in the forebay in a city sewage pumping station are discussed, and the best improvement measure using 45° barrier plate in the forebay of the preliminary design to prevent sedimentation is put forward in this paper.

【关键词】 泵站前池淤积浑水试验
【Key words】 Pumping stationForebaySedimentationSilt-laden water test
  • 【文献出处】 同济大学学报(自然科学版) ,JOURNAL OF TONGJI UNIVERSITY , 编辑部邮箱 ,1999年01期
  • 【分类号】X703
  • 【被引频次】11
  • 【下载频次】132
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