• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

优化绿色-灰色基础设施以控制未来不确定性下的非点源污染。

Optimizing Green-Gray Infrastructure for Non-Point Source Pollution Control under Future Uncertainties.

机构信息

Chinese Research Academy of Environmental Sciences, Beijing 100012, China.

School of Water Resources and Environment, China University of Geosciences, Beijing 100083, China.

出版信息

Int J Environ Res Public Health. 2021 Jul 16;18(14):7586. doi: 10.3390/ijerph18147586.

DOI:10.3390/ijerph18147586
PMID:34300035
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8303129/
Abstract

Non-Point Source Pollution (NPS) caused by polluted and untreated stormwater runoff discharging into water bodies has become a serious threat to the ecological environment. Green infrastructure and gray infrastructure are considered to be the main stormwater management measures, and the issue of their cost-effectiveness is a widespread concern for decision makers. Multi-objective optimization is one of the most reliable and commonly used approaches in solving cost-effectiveness issues. However, many studies optimized green and gray infrastructure under an invariant condition, and the additional benefits of green infrastructure were neglected. In this study, a simulation-optimization framework was developed by integrated Stormwater Management Model (SWMM) and Non-dominated Sorting Genetic Algorithm (NSGA-II) to optimize green and gray infrastructure for NPS control under future scenarios, and a realistic area of Sponge City in Nanchang, China, was used as a typical case. Different levels of additional benefits of green infrastructure were estimated in the optimizing process. The results demonstrated that green-gray infrastructure can produce a co-benefit if the green infrastructure have appropriate Value of Additional Benefits (VAB), otherwise, gray infrastructure will be a more cost-effectiveness measure. Moreover, gray infrastructure is more sensitive than green infrastructure and green-gray infrastructure under future scenarios. The findings of the study could help decision makers to develop suitable planning for NPS control based on investment cost and water quality objectives.

摘要

非点源污染(NPS)是指受污染和未经处理的雨水径流排入水体对生态环境造成的严重威胁。绿色基础设施和灰色基础设施被认为是主要的雨水管理措施,其成本效益问题是决策者普遍关注的问题。多目标优化是解决成本效益问题的最可靠和常用方法之一。然而,许多研究在不变条件下优化绿色和灰色基础设施,忽略了绿色基础设施的附加效益。本研究通过集成雨水管理模型(SWMM)和非支配排序遗传算法(NSGA-II),开发了一个模拟-优化框架,用于优化未来情景下的 NPS 控制的绿色和灰色基础设施,并以中国南昌的一个真实海绵城市区域为典型案例。在优化过程中估计了绿色基础设施的不同附加效益水平。结果表明,如果绿色基础设施具有适当的附加效益价值(VAB),则绿色-灰色基础设施可以产生共同效益,否则,灰色基础设施将是更具成本效益的措施。此外,灰色基础设施对未来情景的敏感性高于绿色基础设施和绿色-灰色基础设施。本研究的结果可以帮助决策者根据投资成本和水质目标制定适合的 NPS 控制规划。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/31a51a5d9551/ijerph-18-07586-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/9c4500623e91/ijerph-18-07586-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/3b2c196ae0ba/ijerph-18-07586-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/9bc8f9bbbcb5/ijerph-18-07586-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/5c882caa46c6/ijerph-18-07586-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/6f4155392bab/ijerph-18-07586-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/7ee5dd4ea2f2/ijerph-18-07586-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/44c555946cf2/ijerph-18-07586-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/a077283f7504/ijerph-18-07586-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/ab1332387aa7/ijerph-18-07586-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/31a51a5d9551/ijerph-18-07586-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/9c4500623e91/ijerph-18-07586-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/3b2c196ae0ba/ijerph-18-07586-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/9bc8f9bbbcb5/ijerph-18-07586-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/5c882caa46c6/ijerph-18-07586-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/6f4155392bab/ijerph-18-07586-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/7ee5dd4ea2f2/ijerph-18-07586-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/44c555946cf2/ijerph-18-07586-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/a077283f7504/ijerph-18-07586-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/ab1332387aa7/ijerph-18-07586-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cda0/8303129/31a51a5d9551/ijerph-18-07586-g010.jpg

相似文献

1
Optimizing Green-Gray Infrastructure for Non-Point Source Pollution Control under Future Uncertainties.优化绿色-灰色基础设施以控制未来不确定性下的非点源污染。
Int J Environ Res Public Health. 2021 Jul 16;18(14):7586. doi: 10.3390/ijerph18147586.
2
Cost-effectiveness Analysis of Green-Gray Stormwater Control Measures for Non-Point Source Pollution.绿色-灰色雨水控制措施对非点源污染的成本效益分析
Int J Environ Res Public Health. 2020 Feb 5;17(3):998. doi: 10.3390/ijerph17030998.
3
Multi-objective optimization methodology for green-gray coupled runoff control infrastructure adapting spatial heterogeneity of natural endowment and urban development.适应自然禀赋和城市发展空间异质性的绿色-灰色耦合径流控制基础设施多目标优化方法
Water Res. 2023 Apr 15;233:119759. doi: 10.1016/j.watres.2023.119759. Epub 2023 Feb 20.
4
A novel multi-objective optimization framework for urban green-gray infrastructure implementation under impacts of climate change.气候变化影响下城市绿色-灰色基础设施实施的一种新型多目标优化框架
Sci Total Environ. 2022 Jun 15;825:153954. doi: 10.1016/j.scitotenv.2022.153954. Epub 2022 Feb 18.
5
Optimization and trade-off framework for coupled green-grey infrastructure considering environmental performance.考虑环境绩效的耦合绿色-灰色基础设施优化与权衡框架
J Environ Manage. 2023 Mar 1;329:117041. doi: 10.1016/j.jenvman.2022.117041. Epub 2022 Dec 16.
6
Integrated assessments of green infrastructure for flood mitigation to support robust decision-making for sponge city construction in an urbanized watershed.综合评估绿色基础设施在减轻洪水中的作用,为城市化流域的海绵城市建设提供有力决策支持。
Sci Total Environ. 2018 Oct 15;639:1394-1407. doi: 10.1016/j.scitotenv.2018.05.199. Epub 2018 May 26.
7
Multi-objective optimization of the spatial layout of green infrastructures with cost-effectiveness analysis under climate change scenarios.气候变化情景下基于成本效益分析的绿色基础设施空间布局多目标优化
Sci Total Environ. 2024 Oct 20;948:174851. doi: 10.1016/j.scitotenv.2024.174851. Epub 2024 Jul 18.
8
Assessing and optimizing the hydrological performance of Grey-Green infrastructure systems in response to climate change and non-stationary time series.评估和优化灰绿基础设施系统的水文性能以应对气候变化和非平稳时间序列。
Water Res. 2023 Apr 1;232:119720. doi: 10.1016/j.watres.2023.119720. Epub 2023 Feb 8.
9
GIP-SWMM: A new Green Infrastructure Placement Tool coupled with SWMM.GIP-SWMM:一个新的绿色基础设施布置工具,与 SWMM 耦合。
J Environ Manage. 2021 Jan 1;277:111409. doi: 10.1016/j.jenvman.2020.111409. Epub 2020 Oct 1.
10
How to simulate future scenarios of urban stormwater management? A novel framework coupling climate change, urbanization, and green stormwater infrastructure development.如何模拟城市雨水管理的未来情景?一个耦合气候变化、城市化和绿色雨水基础设施发展的新框架。
Sci Total Environ. 2023 May 20;874:162399. doi: 10.1016/j.scitotenv.2023.162399. Epub 2023 Feb 27.

引用本文的文献

1
Determination of Pollution and Environmental Risk Assessment of Stormwater and the Receiving River, Case Study of the Sudół River Catchment, Poland.波兰 Sudół 河流域雨水和受纳河的污染及环境风险评估
Int J Environ Res Public Health. 2022 Dec 28;20(1):504. doi: 10.3390/ijerph20010504.

本文引用的文献

1
Impact of green infrastructure on the mitigation of road-deposited sediment induced stormwater pollution.绿色基础设施对减轻道路沉积物引起的雨水污染的影响。
Sci Total Environ. 2021 May 20;770:145294. doi: 10.1016/j.scitotenv.2021.145294. Epub 2021 Jan 22.
2
The characteristics of rainfall runoff pollution and its driving factors in Northwest semiarid region of China - A case study of Xi'an.中国西北半干旱地区降雨径流污染特征及其驱动因素分析——以西安市为例。
Sci Total Environ. 2020 Jul 15;726:138384. doi: 10.1016/j.scitotenv.2020.138384. Epub 2020 Apr 7.
3
Cost-effectiveness Analysis of Green-Gray Stormwater Control Measures for Non-Point Source Pollution.
绿色-灰色雨水控制措施对非点源污染的成本效益分析
Int J Environ Res Public Health. 2020 Feb 5;17(3):998. doi: 10.3390/ijerph17030998.
4
Hybrid green-blue-gray decentralized urban drainage systems design, a simulation-optimization framework.混合绿-蓝-灰色分散式城市排水系统设计:一个模拟-优化框架。
J Environ Manage. 2019 Nov 1;249:109364. doi: 10.1016/j.jenvman.2019.109364. Epub 2019 Aug 9.
5
Assessing the Co-Benefits of green-blue-grey infrastructure for sustainable urban flood risk management.评估绿色-蓝色-灰色基础设施在可持续城市洪涝风险管理方面的协同效益。
J Environ Manage. 2019 Jun 1;239:244-254. doi: 10.1016/j.jenvman.2019.03.036. Epub 2019 Mar 20.
6
Comparison of urbanization and climate change impacts on urban flood volumes: Importance of urban planning and drainage adaptation.比较城市化和气候变化对城市洪峰流量的影响:城市规划和排水适应的重要性。
Sci Total Environ. 2019 Mar 25;658:24-33. doi: 10.1016/j.scitotenv.2018.12.184. Epub 2018 Dec 13.
7
Integrated assessment of the climate and landuse change impact on hydrology and water quality in the Songkhram River Basin, Thailand.对泰国色梗河流域气候和土地利用变化对水文和水质影响的综合评估。
Sci Total Environ. 2018 Dec 1;643:1610-1622. doi: 10.1016/j.scitotenv.2018.06.306. Epub 2018 Jul 4.
8
Marginal-cost-based greedy strategy (MCGS): Fast and reliable optimization of low impact development (LID) layout.基于边际成本的贪婪策略(MCGS):快速可靠的低影响开发(LID)布局优化。
Sci Total Environ. 2018 Nov 1;640-641:570-580. doi: 10.1016/j.scitotenv.2018.05.358. Epub 2018 Jun 2.
9
Evaluating the Hydrologic Performance of Low Impact Development Scenarios in a Micro Urban Catchment.评价微观城市流域中低影响开发情景的水文性能。
Int J Environ Res Public Health. 2018 Feb 5;15(2):273. doi: 10.3390/ijerph15020273.
10
Optimization of storage tank locations in an urban stormwater drainage system using a two-stage approach.采用两阶段法优化城市雨水排水系统中储水池的位置。
J Environ Manage. 2017 Dec 15;204(Pt 1):31-38. doi: 10.1016/j.jenvman.2017.08.024. Epub 2017 Aug 29.