首页|城市建成区海绵容量评估与排水系统优化设计

城市建成区海绵容量评估与排水系统优化设计

扫码查看
低影响开发理念成为解决我国城市化所带来的洪涝灾害、面源污染、水生态破坏等城市水问题的新思路.灰-绿基础设施联用可同时达到削减径流量和污染负荷的目的.但区域本底海绵容量、绿色基础设施调蓄量与关键设计参数缺乏定量依据.该研究通过SWMM模型模拟、数值计算和现场实测评估研究区域本底海绵容量,结合综合径流系数法明确了研究区域水敏感区分级,其海绵容量分级为优、良、中、差、极差5级的子汇水区占比分别为8.6%、9.1%、24.6%、55.0%和2.7%,绝大部分子汇水区分级为中和差;结合现场实测和RECARGA模型模拟,明确了绿色基础设施海绵容量及灰色基础设施入流参数,结果表明:相较于填料厚度变化,绿色基础设施对降雨量大小的响应更为明显.从排水管道系统优化和灰-绿组合排水系统优化两个方面进行了系统方案设计,构建了灰-绿联用雨水调蓄技术路径,为其关键设计参数的选取和管道改造方案的制定提供了有效依据.
Sponge Capacity Assessment and Optimal Design of Drainage System in Urban Built-up Areas
The concept of low impact development(LID)offers new solutions to urban water problems in China,such as flooding,non-point source pollution and water ecology damage caused by urbanization.Combined grey-green in-frastructure can reduce both runoff and pollution.However,there is a lack of quantitative basis for the sponge ca-pacity,the storage capacity of green infrastructure and the design of key parameters.This study employs SWMM model simulation,numerical calculation and on-site measurements to assess the background sponge capacity.By combining the comprehensive runoff coefficient method,the degree of water-sensitive areas are identified in the study areas.The proportion of land parcels are categorized as excellent,good,moderate,poor,and extremely poor in terms of sponge capacity is 8.6%,9.1%,24.6%,55.0%,and 2.7%,respectively.The majority of the drainage areas are graded as moderate and poor;Combined with field measurements and RECARGA model simulation,the sponge capacity of green infrastructure and the inflow parameters of gray facilities are clarified.The results indicate that green infrastructure shows a more pronounced response to rainfall intensity than changes of filler thickness.Sys-tematic scheme design is carried out from two aspects of optimization of the drainage pipe system and the gray-green combined drainage system.The study establishes a technical path for the technical path of gray-green combined drainage regulation,providing an effective basis for selecting key design parameters and formulating pipeline reno-vation schemes.

urban built-up areasponge capacitygray-green couplinggraded storagestorm-water runoffpeak flow reduction

宁波、高徐军、焦永宝、吕鹏、薛树红、白向荣、杨霄、赵江锋

展开 >

中电建路桥集团有限公司,北京 100160

中国电建集团西北勘测设计研究院有限公司,陕西西安 710065

城市建成区 海绵容量 灰绿耦合 分级调蓄 雨水径流 峰值流量削减

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(10)