里下河涝区暴雨遭遇及排涝风险评估

兰林, 毛媛媛, 朱大伟, 卢知是

长江科学院院报 ›› 2025, Vol. 42 ›› Issue (1) : 90-97.

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长江科学院院报 ›› 2025, Vol. 42 ›› Issue (1) : 90-97. DOI: 10.11988/ckyyb.20230764
水灾害

里下河涝区暴雨遭遇及排涝风险评估

作者信息 +

Encounter of Heavy Rainfall in Lixiahe Waterlogged Area and Assessment of Drainage Risks

Author information +
文章历史 +

摘要

为优化里下河水网区的排涝工程布局,需考虑腹部洼地与关联涝区的暴雨遭遇关系。基于Copula函数构建不同涝区间的降雨频率的联合分布,计算分析暴雨遭遇概率。结果表明,构造腹部区和斗北区降雨频率的皮尔逊Ⅲ型边缘分布,采用Frank Copula函数拟合建立其二维联合分布,能方便地计算指定历时和重现期暴雨的遭遇概率;结合实况降雨的时程和频率分析,表明2个涝区发生超设计标准暴雨的风险很小,当腹部区发生超设计排涝标准暴雨时,斗北区遭遇超设计防洪标准暴雨的概率仍较低。研究结果表明在斗北区新辟排涝通道方案是可行的。

Abstract

To optimize the drainage engineering layout in the Lixia River water network area, it is essential to consider the interaction between the internal lowland and the incidence of heavy rainfall in adjacent waterlog-prone areas. Using the Copula function, we constructed a joint distribution of rainfall frequencies for these waterlogged areas to calculate the heavy rainfall probability. Pearson Type-III marginal distributions for the rainfall frequencies in the Fubu and Doubei areas, together with Frank Copula function for the fitting of their two-dimensional joint distribution, facilitates the calculation of the probabilities of heavy rainfall for specified durations and return periods. By integrating observed rainfall time series with frequency analysis, we found that the risk of both waterlog-prone areas (namely the Fubu and Doubei areas) experiencing heavy rainfall beyond design standards is minimal. Specifically, when heavy rainfall in the Fubu area exceeds design drainage criteria, the likelihood of heavy rainfall in the Doubei area surpassing design flood control thresholds remains low. These findings support the feasibility of the proposed drainage channel scheme in the Doubei area.

关键词

排涝风险 / 暴雨遭遇概率 / Copula函数 / 平原水网 / 洼地排涝 / 里下河水网区 / 水利规划

Key words

drainage risk / probability of encountering heavy rain / Copula function / plain water network / depression drainage / Lixiahe water network area / water resource planning

引用本文

导出引用
兰林, 毛媛媛, 朱大伟, . 里下河涝区暴雨遭遇及排涝风险评估[J]. 长江科学院院报. 2025, 42(1): 90-97 https://doi.org/10.11988/ckyyb.20230764
LAN Lin, MAO Yuan-yuan, ZHU Da-wei, et al. Encounter of Heavy Rainfall in Lixiahe Waterlogged Area and Assessment of Drainage Risks[J]. Journal of Changjiang River Scientific Research Institute. 2025, 42(1): 90-97 https://doi.org/10.11988/ckyyb.20230764
中图分类号: TV212.2 (地区规划)   

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摘要
近年来太湖流域平原河网地区洪涝灾害频发,居民的人身及财产安全受到了严重危害。降雨是导致本区域洪水的主要因素,其中最具代表性的降雨类型为梅雨和台风暴雨,由于二者时程分布特性有较大差异,其致洪机理也有所不同。以探究降雨时程分布对洪水过程的影响为目的,以太湖流域武澄锡虞水利分区为研究对象,采用MIKE 11与MIKE 21构建一、二维耦合水动力模型,利用实况洪水过程对模型进行率定验证,采用该模型对研究区域进行不同设计工况的模拟,讨论了次雨量、降雨历时以及降雨时程分布变化对太湖流域平原河网地区洪水过程的影响。结果表明:降雨时程分布对平原河网河道洪水过程有显著影响,其中长历时降雨对雨峰位置的后移较为敏感,短历时暴雨则受到降雨时间变差系数变化的影响较大,而次雨量变化则对二者都有显著影响。
(HU Zi-chen, LIU Shu-guang, ZHONG Gui-hui, et al. Flood Response to Temporal Variation of Precipitation in Plain River Network Region in Taihu Lake Drainage Basin[J]. Journal of Yangtze River Scientific Research Institute, 2018, 35(11): 46-51, 56. (in Chinese))
Flood and waterlogging disasters in plain river network region in recent years have brought about severe damage to people's lives and property safety. Rainfall is the key factor causing flood disasters in the region, of which the most typical ones are plum rain and typhoon rainstorm. The flood generating mechanism of plum rain and typhoon rainstorm varies because of different temporal distribution. In the aim of investigating the influence of rainfall's temporal variation on flood process, a 1D- and 2D-coupled hydrodynamic model of Wuchengxiyu hydraulic district of Taihu Lake drainage basin was built with MIKE 11 and MIKE 21. The model was calibrated and validated by several measured flood events. Numerical simulation of flood processes under different design conditions in the study area was conducted. The influences of magnitude, duration and temporal variation of rainfall on flood process were examined. Results suggest that the temporal distribution of rainfall has apparent influence on flood in plain river network. Rainfall of long duration is sensitive to the delay of rainfall peak, while rainfall of short duration is largely affected by the time variance coefficient. Meanwhile, rainfall amount has evident impact on both long-duration and short-duration rainfall.

基金

江苏省水利科技项目(2022003)
江苏省水利科技项目(2021002)

编辑: 刘运飞
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