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Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing

Rainwater source control facilities are essential to sponge city construction in China. Their size is determined based on historical rainfall data. However, with global warming and rapid urban development, rainfall characteristics have also changed, potentially leading to the failure of rainwater so...

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Autores principales: Wang, Xuerao, Zhao, Zhiyong, Zhang, Zhiming, Ren, Meifang, Sagris, Thomas
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10001905/
https://www.ncbi.nlm.nih.gov/pubmed/36901378
http://dx.doi.org/10.3390/ijerph20054355
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author Wang, Xuerao
Zhao, Zhiyong
Zhang, Zhiming
Ren, Meifang
Sagris, Thomas
author_facet Wang, Xuerao
Zhao, Zhiyong
Zhang, Zhiming
Ren, Meifang
Sagris, Thomas
author_sort Wang, Xuerao
collection PubMed
description Rainwater source control facilities are essential to sponge city construction in China. Their size is determined based on historical rainfall data. However, with global warming and rapid urban development, rainfall characteristics have also changed, potentially leading to the failure of rainwater source- control facilities to manage surface water in the future. In this study, the design rainfall’s change and spatial distribution are analyzed using historical (1961–2014) observation rainfall data and future (2020–2100) projection data of three CMIP6 climate models. The results show that EC-Earth3 and GFDL-ESM4 project that future design rainfall will increase. EC-Earth3 projects a significant increase, while MPI-ESM1-2 projects that the design rainfall will decrease significantly. From the perspective of space, the design rainfall isoline in Beijing has always increased from northwest to southeast. In the historical period, the difference in design rainfall in different regions has reached 19 mm, and this regional heterogeneity shows an increasing trend in the future projection of EC-Earth3 and GFDL-ESM4. The difference in design rainfall in different regions is 26.2 mm and 21.7 mm, respectively. Therefore, it is necessary to consider future rainfall changes in the design of rainwater source control facilities. The relationship curve between the volume capture ratio (VCR) of annual rainfall and design rainfall based on the rainfall data of the project site or region should be analyzed to determine the design rainfall of the rainwater source control facilities.
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spelling pubmed-100019052023-03-11 Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing Wang, Xuerao Zhao, Zhiyong Zhang, Zhiming Ren, Meifang Sagris, Thomas Int J Environ Res Public Health Article Rainwater source control facilities are essential to sponge city construction in China. Their size is determined based on historical rainfall data. However, with global warming and rapid urban development, rainfall characteristics have also changed, potentially leading to the failure of rainwater source- control facilities to manage surface water in the future. In this study, the design rainfall’s change and spatial distribution are analyzed using historical (1961–2014) observation rainfall data and future (2020–2100) projection data of three CMIP6 climate models. The results show that EC-Earth3 and GFDL-ESM4 project that future design rainfall will increase. EC-Earth3 projects a significant increase, while MPI-ESM1-2 projects that the design rainfall will decrease significantly. From the perspective of space, the design rainfall isoline in Beijing has always increased from northwest to southeast. In the historical period, the difference in design rainfall in different regions has reached 19 mm, and this regional heterogeneity shows an increasing trend in the future projection of EC-Earth3 and GFDL-ESM4. The difference in design rainfall in different regions is 26.2 mm and 21.7 mm, respectively. Therefore, it is necessary to consider future rainfall changes in the design of rainwater source control facilities. The relationship curve between the volume capture ratio (VCR) of annual rainfall and design rainfall based on the rainfall data of the project site or region should be analyzed to determine the design rainfall of the rainwater source control facilities. MDPI 2023-02-28 /pmc/articles/PMC10001905/ /pubmed/36901378 http://dx.doi.org/10.3390/ijerph20054355 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Wang, Xuerao
Zhao, Zhiyong
Zhang, Zhiming
Ren, Meifang
Sagris, Thomas
Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title_full Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title_fullStr Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title_full_unstemmed Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title_short Design Rainfall Change of Rainwater Source Control Facility to Meet Future Scenarios in Beijing
title_sort design rainfall change of rainwater source control facility to meet future scenarios in beijing
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10001905/
https://www.ncbi.nlm.nih.gov/pubmed/36901378
http://dx.doi.org/10.3390/ijerph20054355
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