XIXujun,CHENJianhua,LIYonggang,et al.Design of Multi?system Joint Linear Initial Rain Control and Pollution Storage Pipeline in High Density Built-up Areas[J].China Water & Wastewater,2026,42(12):170-177.
高密度建成区多系统联合初雨线性调蓄管道设计
- Title:
- Design of Multi?system Joint Linear Initial Rain Control and Pollution Storage Pipeline in High Density Built-up Areas
- Keywords:
- initial rainwater; pollution control and storage; linear storage; storage pipeline; multi-system integration
- 摘要:
- 为控制初期雨水污染，进一步提高受纳水体水质，各地推进实施初期雨水调蓄工程。在雨水强排系统较为集中的区域，建设线性管道对初期雨水进行收集调蓄，便于串接多个强排系统，达到多系统联合调蓄的目的，有利于节约用地并增强系统韧性。但若城市开发强度高，调蓄管道建设过程中需克服线路布置、障碍穿越、入流消能、冲洗防腐、联动控制等众多难题。以上海浦东金桥区域初期雨水治理工程为例，提出并分析对上述问题的解决方案，可为类似工程规划设计提供借鉴。
- Abstract:
- In order to control the initial rainwater pollution and further improve the water quality of the receiving water bodies, cities have invested heavily in implementing initial rainwater storage projects. In areas with concentrated rainwater drainage systems, linear pipelines are constructed to collect and store initial rainwater, facilitating the connection of multiple drainage systems and achieving the goal of joint storage of multiple systems. This is beneficial for land conservation and enhancing system resilience. But if the intensity of urban development is high, the construction process of regulating and storing pipelines will need to overcome many difficulties such as route layout, obstacle crossing, inflow energy dissipation, flushing and anti-corrosion, and linkage control. Taking the initial rainwater treatment project in the Jinqiao area of Pudong, Shanghai as an example, this paper summarizes the solutions to the above related problems in the design process of the project, providing reference for similar project planning and design.
相似文献/References:
[1]徐晓明,杨国洪,刘楷操.清污分流渠在珠海市黑臭水体整治中的应用[J].中国给水排水,2020,36(10):113.
[2]赵也,汤钟,曾胜.基于模型评估的黑臭水体综合治理方案目标可达性分析[J].中国给水排水,2020,36(13):73.
ZHAO Ye,TANG Zhong,ZENG Sheng. Objective Reachability Analysis of Comprehensive Treatment Scheme of Black and Odorous Water Body Based on Model Evaluation [J].China Water & Wastewater,2020,36(12):73.
[3]钟江丽,沈捷,高华,等.基于DOM荧光光谱分析的初期雨水径流污染物溯源[J].中国给水排水,2023,39(7):133.
ZHONGJiang-li,SHEN Jie,GAOHua,et al.Source Tracing of Initial Rainwater Runoff Pollutants Based on DOM Fluorescence Spectrum Analysis[J].China Water & Wastewater,2023,39(12):133.
[4]侯文硕,周国华,葛铜岗,等.新型容积-流量型雨水弃流装置设计及效果评估[J].中国给水排水,2023,39(9):103.
HOUWen-shuo,ZHOUGuo-hua,GETong-gang,et al.Design and Effect Evaluation of a New Volume-Runoff Stormwater Diverting Device[J].China Water & Wastewater,2023,39(12):103.
[5]陈燕,黄瑾,蔡丽婧.适用于初雨截流的降雨-径流定量表达方法与设计雨型[J].中国给水排水,2025,41(4):49.
CHENYan,HUANGJin,CAILi-jing.Quantitative Expression Method of Rainfall-Runoff and Design Rain Pattern for Initial Rainwater Interception[J].China Water & Wastewater,2025,41(12):49.
[6]曾木海,谢小龙.初雨调蓄池在武汉市某湖泊综合整治工程中的应用[J].中国给水排水,2021,37(12):93.
ZENG Mu-hai,XIE Xiao-long.Application of Initial Rainwater Storage Tank in a Lake Comprehensive Treatment Project in Wuhan[J].China Water & Wastewater,2021,37(12):93.
[7]史昊然.合流制溢流调蓄处理工艺效果评估及优化对策[J].中国给水排水,2021,37(5):106.
SHI Hao-ran.Performance Evaluation and Optimization Solutions of Combined Sewer Overflow Storage and Treatment Process[J].China Water & Wastewater,2021,37(12):106.
[8]周传庭,朱砂砾,杨殿海,等.初期雨水就地快速处理技术中试研究[J].中国给水排水,2022,38(19):108.
ZHOUChuan-ting,ZHUSha-li,YANGDian-hai,et al.Pilot Study on On-site Rapid Treatment Technology of Initial Rainwater[J].China Water & Wastewater,2022,38(12):108.
[9]李宗强,郭函君,束敏.大口径初雨调蓄管道工程设计[J].中国给水排水,2025,41(10):46.
LIZong-qiang,GUOHan-jun,SHUMin.Design of Large-diameter Initial Rainwater Storage Pipelines[J].China Water & Wastewater,2025,41(12):46.
[10]席旭军.高密度建成区强排系统初雨放江污染与调蓄策略[J].中国给水排水,2025,41(12):41.
XIXu-jun.Initial Rainwater Discharge Pollution and Storage Strategies for Strong Drainage Systems in High-density Built?up Areas[J].China Water & Wastewater,2025,41(12):41.