吴闵污水外排工程越江倒虹管泥沙模型的试验研究  

On Study of Inverted Siphon with Sediment Problem in Shanghai Stage-Two Municipal Engineering

作　　者：陈祖军[1] 韦鹤平[1] 

机构地区：[1]同济大学污染控制与资源化研究国家重点实验室,上海200092

出　　处：《环境保护科学》2000年第5期7-9,12,共4页Environmental Protection Science

摘　　要：针对上海市吴闵污水外排工程中越黄浦江倒虹管运行现状进行了泥沙淤、冲模拟试验 ,结果显示管内小流量情况下会存在严重淤积 ,必须调整运行安排。由此 ,笔者结合泵站实际运行能力提出了几点建议和措施 ,对吴闵污水外排工程管理部门具有一定的参考价值。A simulated experiment about sediment problem within large-type inverted siphon in Shenghai Stage-Two wastewater deposition engineering is carried out in this paper.The result is obtained that there would be some questions on the present condition of run.Therefore some measures and the lowest flow permitted are put out combined with the factual contents of the local pump station.It would be useful for the management of Wumin wastewater out deposition engineering.

关 键 词：倒虹管 泥沙 水力模型 污水外排工程 污水处理厂 

分 类 号：X505[环境科学与工程—环境工程]