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An Optimization Model for Floodplain Systems Considering Inflow Uncertainties

机译:考虑入水不确定性的洪泛区系统优化模型

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摘要

Capturing the uncertainties is of the main concerns in optimal design of floodplain systems. This study deals with risk-based optimal design of flood mitigation measures using a random sampling technique and simulation-optimization approach. An optimization-based inverse approach is developed to map flood discharges, generated by Latin Hyper Cube Sampling (LHS) technique, to the surface hydrographs of sub-watersheds. Provided hydrographs are then imported to a hydrodynamic model to calculate floodplain inundation and to estimate expected damages of generated floods underlying various flood mitigation measures. Models are coupled with NSGA-Ⅱ optimization algorithm to produce Pareto optimal solutions between two competitive objectives: minimizing ⅰ) investment costs and ⅱ) potential flood damages. The proposed approach is finally applied to a small watershed and cost-effective designs of floodplains are derived along their confident intervals. The results give valuable information to decision makers about benefit to cost ratios and the value of robustness for the obtained solutions.
机译:捕获不确定性是洪泛区系统优化设计中的主要问题。这项研究使用随机抽样技术和模拟优化方法,针对基于风险的防洪措施的优化设计。开发了一种基于优化的逆方法,将通过拉丁超立方采样(LHS)技术生成的洪水流量映射到子流域的地表水文图。然后将提供的水文图导入到水动力模型中,以计算洪泛区的洪水泛滥,并估算基于各种防洪措施所产生的洪水的预期损失。模型与NSGA-Ⅱ优化算​​法结合,可在两个竞争目标之间产生Pareto最优解:最小化ⅰ)投资成本和ⅱ)潜在洪灾损失。最终将所提出的方法应用于小流域,并沿着其置信区间得出了具有成本效益的洪泛区设计。结果为决策者提供了有价值的信息,包括有关成本效益比以及所获得解决方案的稳健性值。

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