[1]周好磊.复杂地质条件下集约式全地下控污调蓄池设计[J].中国给水排水,2026,42(4):69-74.
ZHOUHaolei.Design of an Intensive Fully-underground Pollution-control Storage Tank under Complex Geological Conditions[J].China Water & Wastewater,2026,42(4):69-74.
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ZHOUHaolei.Design of an Intensive Fully-underground Pollution-control Storage Tank under Complex Geological Conditions[J].China Water & Wastewater,2026,42(4):69-74.
复杂地质条件下集约式全地下控污调蓄池设计
中国给水排水[ISSN:1000-4062/CN:12-1073/TU]
卷:
第42卷
期数:
2026年第4期
页码:
69-74
栏目:
出版日期:
2026-02-17
- Title:
- Design of an Intensive Fully-underground Pollution-control Storage Tank under Complex Geological Conditions
- Keywords:
- pollution-control storage tank; intensive layout; fully?underground layout; steel? slag layer
- 摘要:
- 为有效控制降雨初期面源污染对长江水环境的影响,在上海市宝山区海滨排水系统内新建1座控污调蓄池。工程选址于现状雨水泵站西侧公园内,设计规模16 800 m3,采用集约式全地下布局,将调蓄设施与公园景观深度融合,助力大吴淞区域打造“三江交汇、上海之门”的标志性形象。采用独特的下部布置方案,可提高冲洗效果;针对场地内约9 m厚钢渣层的地质难题,提出基坑清障施工方案,填补国内钢渣地层深基坑工程实践空白,为类似项目提供技术参考。调蓄池建成后削减COD约18.9~202.6 t/a,SS约11.5~65.1 t/a,能有效控制排入长江的污染物。
- Abstract:
- In order to mitigate the impact of non-point source pollution on the Yangtze River during initial rainfall, a pollution-control storage tank was designed within the Haibin drainage system of Baoshan district, Shanghai. The project is located in the park west of the existing stormwater pumping station, with a designed capacity of 16 800 m3. The project adopts an intensive fully-underground layout, seamlessly integrating infrastructure with the park landscape to support the landmark image of “the confluence of three rivers, the gateway to Shanghai” in the Greater Wusong area. A special lower-level layout scheme is employed to enhance flushing performance. Notably, in response to the geological challenge posed by a steel-slag layer approximately 9 m thick on site, an innovative construction plan for foundation-pit obstacle removal is proposed, filling the gap in the practice of deep foundation?pit projects in steel-slag strata in China and providing a technical reference for similar projects. After completion, the storage tank can reduce COD by approximately 18.9 t/a to 202.6 t/a, and SS by approximately 11.5 t/a to 65.1 t/a, effectively controlling the pollutants discharged into the Yangtze River.
相似文献/References:
[1]刘冰玉,石兰兰,王艳,等.工业污水处理厂集约式工程设计[J].中国给水排水,2025,41(6):46.
LIUBing-yu,SHILan-lan,WANGYan,et al.Intensive Engineering Design for Industrial Wastewater Treatment Plant[J].China Water & Wastewater,2025,41(4):46.
更新日期/Last Update:
2026-02-17