基于1D-2D水环境动态双向合模型的城市灌机制分析方法
Guangxue Luan1, Jingming Hou1, Tian Wang1
1State Key Laboratory Base of Eco-Hydraulic Engineering in Arid Area, Xi'an University of Technology, Xi'an, Shannxi Province, China.
Journal of environmental management
|May 17, 2024
概括
城市淹水是全球面临的一个重大挑战. 一个新的动态模型揭示了排水系统中节点溢出显著导致城市积水,影响规划和灾害管理.
科学领域:
- 环境科学环境科学
- 城市水文学
- 水资源管理水资源的管理.
背景情况:
- 城市水淹没给全球带来了重大挑战.
- 了解其形成机制对于缓解至关重要.
研究的目的:
- 为了调查在中国长治市城市淹水的原因.
- 分析形成过程,重点关注排水系统设计和表面下水.
- 为优化城市排水和规划提供见解.
主要方法:
- 一个新的动态双向合模型,集成1D-2D水力动力学和水质模拟.
- 分析水浸形成,包括节点溢出,排水能力和拓结构.
- 研究水浸事件的空间和时间变化.
主要成果:
- 排水系统中的节点溢出是水浸的主要原因,占峰值积累量的71%.
- 浸水峰值延迟时间受到降雨强度,排水能力和管道网络拓学的影响.
- 上游和下游的流入大大影响了水淹没的时间,上游流可能会造成延误.
结论:
- 节点溢出是城市积水的一个关键因素.
- 排水系统的设计和网络拓是水淹没时间的关键决定因素.
- 结果为城市规划,排水系统优化和灾害风险管理提供了实际指导.
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