欢迎访问中国科学院大学学报,今天是
环境科学与地理学

基于雨洪状况分析的低影响开发设施的空间配置——以中国科学院大学雁栖湖校区为例

  • 张晗 ,
  • 张娜
展开
  • 1.中国科学院大学资源与环境学院,北京 101408
    2.中国科学院大学北京燕山地球关键带国家野外科学观测研究站,北京 101408
E-mail: zhangna@ucas.ac.cn

收稿日期: 2024-04-09

  修回日期: 2024-05-16

  网络出版日期: 2024-06-04

基金资助

北京市自然科学基金重点项目(8181001);科技部科技基础资源调查专项(2022FY100100)

Spatial configuration of low impact development facilities based on stormwater condition analysis: a case study of Yanqi Lake campus of University of Chinese Academy of Sciences

  • Han ZHANG ,
  • Na ZHANG
Expand
  • 1.College of Resources and Environment,University of Chinese Academy of Sciences,Beijing 101408,China
    2.Beijing Yanshan Earth Critical Zone National Research Station,University of Chinese Academy of Sciences,Beijing 101408,China

Received date: 2024-04-09

  Revised date: 2024-05-16

  Online published: 2024-06-04

摘要

低影响开发(LID)设施的配置对恢复城市自然水文过程至关重要。以中国科学院大学雁栖湖校区为研究区,基于5种重现期降雨情景下模拟的各个子汇水小区的峰值地表径流量和总固体悬浮物负载(TSS),构建雨洪状况综合指标,据此识别优先配置LID设施的子汇水小区;并根据LID设施的配置要求和地理环境条件,确定各小区的LID设施类型和最佳面积比例,由此制定LID设施的配置方案。模拟分析绿色屋顶、雨水花园、植草沟和渗透路面这4类设施不同空间配置的小区与整体地表径流和TSS削减效果。结果表明,对整个研究区,实施此方案可使总地表径流量和TSS负载削减率达到16%~24%,且与其他方案相比,削减效果最为明显。雨水花园、渗透路面和植草沟的径流和污染削减效果随其占小区面积比例的增大而增强,并在不同重现期降雨下保持稳定。绿色屋顶的污染削减率随面积比例增大而增加;径流削减效果还受地表土地覆被的极大影响:在绿色屋顶面积比例接近的情况下,削减效果随绿地增多而趋好。然而,在强降雨时,各类LID设施以及整体方案的削减效果有所减弱,仍需与城市地下管网及水系协同发挥作用。这些研究结果可为研究区的改造和建设提供重要的参考依据,以更好地防控极端降雨可能产生的内涝和污染灾害。

本文引用格式

张晗 , 张娜 . 基于雨洪状况分析的低影响开发设施的空间配置——以中国科学院大学雁栖湖校区为例[J]. 中国科学院大学学报, 2026 , 43(2) : 196 -208 . DOI: 10.7523/j.ucas.2024.050

Abstract

The configuration of low impact development (LID) facilities is crucial for restoring urban natural hydrological processes. Therefore, we conducted this study at the Yanqi Lake campus of University of Chinese Academy of Sciences. It utilized simulations based on five rainfall recurrence intervals to analyze peak surface runoff and total suspended solid (TSS) loads across various subcatchments. A comprehensive stormwater condition index was created to prioritize subcatchments for LID facility configuration. Based on the specific requirements for LID facilities and local geographic conditions, optimal types and area proportions of LID facilities were determined, leading to a strategic LID configuration plan. The plan included different spatial configurations of green roofs, rain gardens, vegetated swales, and permeable pavements, and their impact on reducing local and overall runoff and TSS was assessed. The results indicated that implementing this strategy could reduce total surface runoff and TSS loads by 16%-24% across the study area, showing the most significant reduction compared to other strategies. The effectiveness of rain gardens, permeable pavements, and vegetated swales in reducing runoff and pollution increased with their area proportion and remained stable under different rainfall recurrences. Green roofs showed increased pollution reduction with greater area coverage, though their runoff reduction effectiveness was greatly influenced by surface land cover, improving with increased green space. However, under heavy rainfall, the effectiveness of all types of LID facilities, as well as the overall strategy, was reduced, indicating the need for integrated management with the urban underground drainage network and water systems. These findings provide a crucial reference for the redevelopment and construction of the study area to better manage potential flooding and pollution disasters from extreme rainfall events.

参考文献

[1] 夏军, 石卫, 王强, 等. 海绵城市建设中若干水文学问题的研讨[J]. 水资源保护201733(1): 1-8. DOI: 10.3880/j.issn.1004-6933.2017.01.001 .
[2] 赵泽坤. 基于灰色与绿色设施效益评估的合流制溢流污染控制策略研究[D]. 北京: 北京建筑大学, 2018.
[3] Seyedashraf O, Bottacin-Busolin A, Harou J J. Many-objective optimization of sustainable drainage systems in urban areas with different surface slopes[J]. Water Resources Management202135(8): 2449-2464. DOI: 10.1007/s11269-021-02840-4 .
[4] 住房和城乡建设部. 海绵城市建设技术指南:低影响开发雨水系统构建(试行)[Z].2014-10-22.
[5] Martin-Mikle C J, de Beurs K M, Julian J P, et al. Identifying priority sites for low impact development (LID) in a mixed-use watershed[J]. Landscape and Urban Planning2015140: 29-41. DOI: 10.1016/j.landurbplan.2015.04.002 .
[6] Di Vittorio D, Ahiablame L. Spatial translation and scaling up of low impact development designs in an urban watershed[J]. Journal of Water Management Modeling2015: 325-388. DOI: 10.14796/jwmm.c388 .
[7] Le Floch N, Pons V, Hassan Abdalla E M, et al. Catchment scale effects of low impact development implementation scenarios at different urbanization densities[J]. Journal of Hydrology2022612: 128178. DOI: 10.1016/j.jhydrol.2022.128178 .
[8] 缪遇虹. 低影响开发设施的选址布局优化方法研究[D]. 北京: 北京建筑大学, 2020.
[9] Ercolani G, Chiaradia E A, Gandolfi C, et al. Evaluating performances of green roofs for stormwater runoff mitigation in a high flood risk urban catchment[J]. Journal of Hydrology2018566: 830-845. DOI: 10.1016/j.jhydrol.2018.09.050 .
[10] Zhang K, Chui T F M. Assessing the impact of spatial allocation of bioretention cells on shallow groundwater:an integrated surface-subsurface catchment-scale analysis with SWMM-MODFLOW[J]. Journal of Hydrology2020586: 124910. DOI: 10.1016/j.jhydrol.2020.124910 .
[11] Samouei S, ?zger M. Evaluating the performance of low impact development practices in urban runoff mitigation through distributed and combined implementation[J]. Journal of Hydroinformatics202022(6): 1506-1520. DOI: 10.2166/hydro.2020.054 .
[12] 李俊生, 尹海伟, 孔繁花, 等. 绿色屋顶雨洪调控能力与效益评价[J]. 环境科学201940(4): 1803-1810. DOI: 10.13227/j.hjkx.201809050 .
[13] Wang L Y, Hou H, Li Y, et al. Investigating relationships between landscape patterns and surface runoff from a spatial distribution and intensity perspective[J]. Journal of Environmental Management2023325: 116631. DOI: 10.1016/j.jenvman.2022.116631 .
[14] Su J H, Li J K, Gao X J, et al. Comprehensive analysis of waterlogging control and carbon emission reduction for optimal LID layout: a case study in campus[J]. Environmental Science and Pollution Research International202229(58): 87802-87816. DOI: 10.1007/s11356-022-21877-5 .
[15] 罗英杰, 张娜, 李琪, 等. 基于SWMM的地表径流量与城市下垫面和降雨特征关系的空间分析: 以中国科学院大学雁栖湖校区为例[J]. 中国科学院大学学报202037(1): 27-38. DOI: 10.7523/j.issn.2095-6134.2020.01.005 .
[16] 北京市质量技术监督局, 北京市规划和国土资源管理委员会. 市政基础设施专业规划负荷计算标准: [S]. 北京: 北京市城乡规划标准化办公室, 2017:7-8.
[17] 印定坤, 陈正侠, 李骐安, 等. 降雨特征对多雨城市海绵改造小区径流控制效果的影响[J]. 清华大学学报(自然科学版)202161(1): 50-56. DOI: 10.16511/j.cnki.qhdxxb.2020.25.029 .
[18] Zhang Z M, Liu D, Zhang R, et al. The impact of rainfall change on rainwater source control in Beijing[J]. Urban Climate202137: 100841. DOI: 10.1016/j.uclim.2021.100841 .
[19] 李琪, 张娜, 罗英杰, 等. 基于MFF30方法的城市降雨径流初期冲刷效应[J]. 中国科学院大学学报201936(5): 650-662. DOI: 10.7523/j.issn.2095-6134.2019.05.011 .
[20] 叶陈雷, 徐宗学, 雷晓辉, 等. 福州晋安河片区海绵改造对城市内涝的影响[J]. 水资源保护202339(1): 83-92. DOI: 10.3880/j.issn.1004-6933.2023.01.012 .
[21] 孙远祥. 低影响开发设施优化布局两阶段方法研究[D]. 安徽马鞍山: 安徽工业大学, 2018.
[22] 李春林, 刘淼, 胡远满, 等. 基于暴雨径流管理模型(SWMM)的海绵城市低影响开发措施控制效果模拟[J]. 应用生态学报201728(8): 2405-2412. DOI: 10.13287/j.1001-9332.201708.002 .
[23] Rossman L A . Storm water management model user's manual version 5.1[EB/OL]. (2005-09)[2024-05-07]. .
[24] Kapetas L, Fenner R. Integrating blue-green and grey infrastructure through an adaptation pathways approach to surface water flooding[J]. Philosophical Transactions. Series A, Mathematical, Physical, and Engineering Sciences, 2020378(2168): 20190204. DOI: 10.1098/rsta.2019.0204 .
[25] 李沐寒, 尹海伟, 唐爽. SUSTAIN支持下的LID建设成本效益研究: 以南京市鼓楼区为例[J]. 风景园林202027(11): 57-63. DOI: 10.14085/j.fjyl.2020.11.0057.07 .
[26] Zhang Y, Wang M, Zhang D Q, et al. Multi-stage planning of LID-GREI urban drainage systems in response to land-use changes[J]. Science of the Total Environment2023859: 160214. DOI: 10.1016/j.scitotenv.2022.160214 .
文章导航

/