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S市转化医学中心海绵城市建设及设施的配置优化OA

Configuration Optimization of Sponge City Construction and Facilities for Translational Medicine Center in City S

中文摘要英文摘要

[目的]本文旨在研究并探寻转化医学中心海绵城市建设的有效路径.[方法]以南方S市转化医学中心为研究对象,通过本底条件剖析、区域划分与设施布局、设施规模计算以及建设目标契合度评估等环节,开展海绵城市设施的设计与优化配置研究.[结果]综合径流系数、年径流总量控制率和年悬浮固体总量(TSS)总去除率等指标分别为0.45、83%、57%,完全适配海绵城市指标要求;绿色屋顶、下凹式绿地、植草沟可与医学中心功能深度融合,满足转化医学中心的使用需求.[结论]因此,转化医学中心应从功能定位出发,综合优化海绵建设参数和设施配置,实现海绵城市建设与转化医学中心建设有机融合.本文的设计方案与优化策略可为同类项目提供数据支持与理论借鉴.

[Objective]This paper aims to study and explore the effective pathways for sponge city construction in translational medicine centers.[Methods]Taking the southern City S translational medicine center as the research subject,the baseline conditions were analyzed,followed by area division and facility layout planning.Facility scales were calculated,and the alignment with construction objective was assessed.Based on these steps,the design and optimal configuration of sponge city facilities were carried out.[Results]The comprehensive runoff coefficient,annual runoff volume control rate,and annual total suspended solids(TSS)removal rate were determined to be 0.45,83%,and 57%,respectively.All indices were found to fully comply with the sponge city requirements.Green roofs,sunken green spaces,and grass swales were demonstrated to be deeply integrable with the medical center's functions,thereby meeting the operational needs of the translational medicine center.[Conclusion]Therefore,it is concluded that translational medicine centers should comprehensively optimize sponge construction parameters and facility configurations based on their functional positioning to achieve organic integration of sponge city construction and translational medicine center development.The design scheme and optimization strategies proposed in this paper can be utilized as data support and theoretical references for similar projects.

殷辉礼

苏州城市建设投资发展<集团>有限公司,江苏苏州 215000

建筑与水利

转化医学中心海绵城市优化配置径流控制优化设计

translational medicine centersponge cityconfiguration optimizationrunoff controloptimal design

《净水技术》 2026 (5)

152-161,10

10.15890/j.cnki.jsjs.2026.05.018

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