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Urban Drainage System Design Minimizing System Cost Constrained to Failure Depth and Duration Under Flooding Events

机译:城市排水系统设计最小化系统成本约束在洪水事件下的失效深度和持续时间

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摘要

Recently, property damages and loss of life caused by natural disasters are increasing in urban area because of local torrential rainfall, which is mostly originated from recent global climate change. Acceleration of population concentration and increase of impervious area from urbanization worsen the situation. Therefore, it is highly important to consider system resilience which is the system's ability to prepare, react, and recover from a failure (e.g., flooding). This study proposes a resilience-constrained optimal design model of urban drainage network, which minimizes total system cost while satisfying predefined failure depth and duration (i.e., resilience measures). Optimal layout and pipe sizes are identified by the proposed model comprised of Harmony Search Algorithm (HSA) for optimization and Storm Water Management Model (SWMM) for dynamic hydrology-hydraulic simulation. The proposed model is applied to the design of Gasan urban drainage system in Seoul, Korea, and the resilience-based design obtained is compared to the least-cost design obtained with no constraint on the resilience measures.
机译:最近,由于局部暴雨,自然灾害造成的房地产损失和自然灾害造成的生命损失,这主要来自最近的全球气候变化。从城市化的人口浓度加速和不透水区域的增加恶化了这种情况。因此,考虑系统恢复力非常重要,这是系统制备,反应和从失败(例如,洪水)的制备,反应和恢复的能力。本研究提出了城市排水网络的可弹性受限的最佳设计模型,这最大限度地减少了总系统成本,同时满足预定义故障深度和持续时间(即,弹性措施)。通过用于优化和雨水管理模型(SWMM)的和谐搜索算法(HSA)构成的所提出的模型来识别最佳布局和管道尺寸,用于用于动态水文 - 液压模拟的优化和雨水管理模型(SWMM)。该拟议模型适用于首尔,韩国的瓦兰城市排水系统设计,并将获得的基于韧性的设计与最低成本设计进行了比较,没有对弹性措施的限制。

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