School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran.
Environ Sci Pollut Res Int. 2023 Dec;30(60):126195-126213. doi: 10.1007/s11356-023-30804-1. Epub 2023 Nov 27.
Urban drainage systems (UDSs) may experience failure encountering uncertain future conditions. These uncertainties arise from internal and external threats such as sedimentation, blockage, and climate change. In this paper, a new resilience-based framework is proposed to assess the robustness of urban flood management strategies under some distinct future scenarios. The robustness values of flood management strategies are evaluated by considering reliability, resiliency, and socio-ecological resilience criteria. The socio-ecologic resilience criteria are proposed considering the seven principles of building resilience proposed by Biggs et al. (2012). The evidential reasoning (ER) approach and the regret theory are utilized to calculate the total robustness of the flood management strategies. In this framework, the non-dominated sorting genetic algorithms III (NSGA-III) optimization model and the storm water management model (SWMM) simulation model are linked and run to quantify the criteria. The novelty of this paper lies in presenting a new framework to increase the sustainability and resilience of cities against floods considering the deep uncertainties in the main economic, social, and hydrological factors. This methodology provides policies for redesigning and sustainable operation of urban infrastructures to deal with floods. To evaluate the applicability and efficiency of the framework, it is applied to the East drainage catchment of the Tehran metropolitan area in Iran. The results show that real-time operation of existing flood detention reservoirs, along with implementing five new relief tunnels with a construction cost of 37.1 million dollars, is the most robust non-dominated strategy for flood management in the study area. Comparing the results of the proposed framework with those of a traditional framework shows that it can increase the robustness value by about 40% with the same implementation cost.
城市排水系统(UDS)在遇到不确定的未来情况时可能会失效。这些不确定性来自内部和外部威胁,如淤积、堵塞和气候变化。本文提出了一种新的基于恢复力的框架,用于评估在某些不同未来情景下城市洪水管理策略的稳健性。通过考虑可靠性、弹性和社会生态弹性标准来评估洪水管理策略的稳健性值。社会生态弹性标准是考虑 Biggs 等人提出的建立弹性的七个原则(2012)提出的。证据推理(ER)方法和后悔理论用于计算洪水管理策略的总稳健性。在这个框架中,非支配排序遗传算法 III(NSGA-III)优化模型和雨水管理模型(SWMM)模拟模型被链接并运行以量化标准。本文的新颖之处在于提出了一种新的框架,以提高城市在面对洪水时的可持续性和弹性,同时考虑主要经济、社会和水文因素中的深度不确定性。该方法为重新设计和可持续运营城市基础设施以应对洪水提供了政策。为了评估框架的适用性和效率,将其应用于伊朗德黑兰大都市区的东部排水流域。结果表明,实时运行现有的洪水滞留水库,同时实施五个新的疏散隧道,建设成本为 3710 万美元,是研究区域洪水管理最稳健的非支配策略。将提出的框架的结果与传统框架的结果进行比较表明,它可以在相同的实施成本下将稳健性值提高约 40%。