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Challenges in urban stormwater management in Chinese cities: A hydrologic perspective

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dc.contributor.author YANG, MY
dc.contributor.author SANG, YF
dc.contributor.author SIVAKUMAR, B
dc.contributor.author CHAN, FKS
dc.contributor.author PAN, XY
dc.date.accessioned 2021-03-10T07:48:44Z
dc.date.available 2021-03-10T07:48:44Z
dc.date.issued 2020
dc.identifier.citation JOURNAL OF HYDROLOGY 591 en_US
dc.identifier.issn 0022-1694
dc.identifier.issn 1879-2707
dc.identifier.uri https://doi.org/10.1016/j.jhydrol.2020.125314
dc.identifier.uri http://localhost:8080/xmlui/handle/100/28430
dc.description.abstract For managing the worsening urban water disasters in China, the Government of China proposed the concept of "Sponge City" in 2013 and initiated the strategy in 30 pilot cities from 2015. Despite the promise of the concept, there have been many challenges in implementing the "Sponge City" program (SCP). In this manuscript, we discuss the hydrology-related challenges in implementing the SCP. In particular, we consider two key challenges: (1) Determination of the "Volume Capture Ratio of Annual Rainfall" (VCRAR), as controlling urban stormwater runoff is one of the core targets of the SCP; and (2) Estimation of a proper rainfall threshold, which influences the layout of green-infrastructures in the SCP to achieve the core VCRAR target. To discuss these challenges, we consider the city of Beijing, the capital of China, as a case study. Our analysis shows that the trade-offs between the investment for the SCP and its potential economic benefits should be considered by undertaking a proper determination of VCRAR. The VCRAR estimated for Beijing from the present analysis is 0.73. This value is more reasonable than the empirical value of 0.80 that is presently used, as it can guarantee the positive rate of return on the investment. We also find that the nonstationary characteristics of rainfall data and their spatiotemporal differences are important for the estimation of the rainfall threshold in SCP. For instance, even using the daily rainfall data over a period of 30 years (1983-2012) in Beijing, as required by the National Assessment Standard, the estimated rainfall threshold of 27.3 mm underestimates the reasonable rainfall threshold that should at least be larger than 30.0 mm. Thus, the former cannot ensure the VCRAR target of 0.80. Based on these results, we offer proper approaches and key suggestions towards useful guidelines for delivering better SCP in the Chinese cities. en_US
dc.language.iso English en_US
dc.publisher ELSEVIER en_US
dc.subject URBAN STORMWATER MANAGEMENT en_US
dc.subject SPONGE CITY en_US
dc.subject LOW IMPACT DEVELOPMENT en_US
dc.subject NONSTATIONARY RAINFALL en_US
dc.subject VOLUME CAPTURE RATIO OF ANNUAL RAINFALL en_US
dc.subject SPONGE CITY CONSTRUCTION en_US
dc.subject GREEN INFRASTRUCTURE en_US
dc.subject FLOOD MITIGATION en_US
dc.subject LID PRACTICES en_US
dc.subject PERFORMANCE en_US
dc.title Challenges in urban stormwater management in Chinese cities: A hydrologic perspective en_US
dc.type Article en_US


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