4.7 Article

Performance assessment of sponge city infrastructure on stormwater outflows using isochrone and SWMM models

Journal

JOURNAL OF HYDROLOGY
Volume 597, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.jhydrol.2021.126151

Keywords

Stormwater management; Low impact development; Urban catchment; Rainfall-runoff model; Loess region; Fengxi New City

Funding

  1. National Natural Science Foundation of China [52009099, 42071335]
  2. China Postdoctoral Science Foundation [2019M653882XB]
  3. Open Program of the Joint Institute of Internet of Water and Digital Water Governance, Tsinghua-Ningxia Yinchuan [sklhse-2019-Ilow06]

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The sponge city construction in China integrates with stormwater management infrastructure based on low impact development concept to mitigate urban flooding and storm pollution. An analytic framework using isochrone and SWMM models was developed to simulate and assess the performance of sponge city infrastructure on controlling stormwater outflows. The modeling results showed that the infrastructure significantly reduces the risk of stormwater overflows and relieves pressure on flood control systems downstream, with performance decreasing as rainstorms become less frequent and more intense.
Sponge city construction in China is integrated with stormwater management infrastructure, which is based on the concept of low impact development, such that the urban flooding and nonpoint storm pollution are mitigated. We hypothesize that an analytic framework based on isochrone and SWMM models can be used to simulate and compare the rainfall-runoff process before and after sponge city construction and thus assess the performance of the sponge city infrastructure on controlling stormwater outflows. In this paper, the analytical framework driven by design storms (with return periods of 2, 5, 20, and 30-year) was developed and tested in the catchment in Fengxi New City, China. The modeling results were then analyzed with indicators like peak flow rate, outflow volume, rainfall-runoff ratio, and stormwater stored due to sponge city construction. Outflow hydrographs and volume curve analyses showed that the sponge city infrastructure significantly mitigates the risk of stormwater overflows in the catchment and dramatically relieves the pressure on the flood control system of its downstream areas by a firm limit of the peak flow rate. Also, the performance generally decreases as rainstorms become less frequent and more intense. We anticipate that the proposed framework provides a practical approach to quantifying the sponge city's response to rainfalls under complex models.

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