Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran.
Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran.
J Environ Manage. 2023 Aug 1;339:117799. doi: 10.1016/j.jenvman.2023.117799. Epub 2023 Apr 10.
In this paper, a new framework is developed for evaluating the resilience of urban drainage systems (UDSs) under floods by proposing and quantifying some technical and socio-ecological (SE) criteria. The proposed criteria are used to quantify the seven principles of building resilience in socio-ecological systems. The criteria mainly focus on preserving diversity and multiplicity in a UDS, managing variables that gradually change over time (slow variables), improving structural and functional connectivity, maintaining system adaptability, encouraging learning, broadening participation, and promoting polycentric governance systems. For evaluating the efficiency of the proposed framework, it is applied to a real-world case study of improving resilience of the UDS in the eastern part of Tehran metropolitan area. Three scenarios for flood management are proposed based on the Low Impact Development (LID) practices which are simulated using the Storm Water Management Model (SWMM). The Entropy method is used to consider the uncertainty in the relative importance of different criteria in estimating the flood resilience. The estimated values for the proposed criteria regarding the current drainage system in the study area show its undesirable condition in many sub-catchments. The results also show that using around 2.3 km of LID practices in this urban watershed can significantly improve the resilience in many sub-catchments (nearly, 30%) and reduce the total volume of the overflow (about 50%). The results also show that using the flood management scenarios, improving connectivity is the most influential factor that enhances the general resilience of the system.
本文提出并量化了一些技术和社会生态(SE)标准,为评估城市排水系统(UDS)在洪水下的弹性开发了一个新框架。所提出的标准用于量化社会生态系统中构建弹性的七个原则。这些标准主要侧重于保护 UDS 中的多样性和多重性,管理随时间逐渐变化的变量(慢变量),提高结构和功能连通性,保持系统适应性,鼓励学习,扩大参与度,并促进多中心治理系统。为了评估所提出框架的效率,将其应用于德黑兰大都市区东部 UDS 弹性增强的实际案例研究。根据低影响开发(LID)实践提出了三种洪水管理方案,并用雨水管理模型(SWMM)进行了模拟。熵方法用于考虑在估计洪水弹性时不同标准的相对重要性的不确定性。针对研究区域当前排水系统的建议标准的估算值显示,在许多子流域中,其状况不佳。结果还表明,在城市流域中使用约 2.3 公里的 LID 实践可以显著提高许多子流域的弹性(近 30%),并减少溢流总量(约 50%)。结果还表明,使用洪水管理方案,提高连通性是增强系统整体弹性的最具影响力的因素。