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暴雨雨型对城市排水管网和地表洪涝过程的联合影响

高长松 肖洋 许栋 李彬权 周瑛 徐辉荣 唐洪武

水资源保护2025,Vol.41Issue(4):60-70,11.
水资源保护2025,Vol.41Issue(4):60-70,11.DOI:10.3880/j.issn.1004-6933.2025.04.008

暴雨雨型对城市排水管网和地表洪涝过程的联合影响

Combined impact of rainstorm patterns on urban drainage network and surface flooding process

高长松 1肖洋 2许栋 1李彬权 1周瑛 1徐辉荣 3唐洪武1

作者信息

  • 1. 河海大学水利部水循环与水动力系统重点实验室,江苏南京 210098
  • 2. 河海大学水利部水循环与水动力系统重点实验室,江苏南京 210098||苏州科技大学环境科学与工程学院,江苏苏州 215009
  • 3. 河海大学水利部水循环与水动力系统重点实验室,江苏南京 210098||广东省水利电力勘测设计研究院有限公司,广东 广州 510635
  • 折叠

摘要

Abstract

In response to the issue of how changes in rainfall patterns under the context of climate change affect flood disaster processes,a one-way coupled urban pluvial flood model based on SWMM and LISFLOOD-FP for the independent drainage area of Jinzhou Creek in Nansha,Guangzhou was constructed.The flood characteristics under storm conditions with peak rainfall coefficients of 0.431(standard rainfall pattern),0.2(rainfall pattern Ⅰ),0.5(rainfall pattern Ⅱ),and 0.8(rainfall pattern Ⅲ)were examined.The results show that under the standard rainfall pattern design storm,as the rainfall return period increases from 2 a to 100 a,the maximum flow at the overflow node increases by about 55%,the total overflow volume rises by 207%,and the inundation area proportion expands from 24.2%to 40.8%.As the rainfall return period increases,the area of severe inundation increases significantly.As the peak rainfall coefficient increases,the time to reach the peak flow is delayed,and the lag time to the maximum inundation area becomes shorter.The peak time for inundation area occurs earlier than the peak time for total surface water accumulation,with the earlier the peak time for inundation area being,the smaller the peak rainfall coefficient.Under different rainfall pattern design storm conditions,the inundation area is positively correlated with the peak rainfall coefficient,and the growth rate of inundation area is negatively correlated with the rainfall return period.The symmetric rainfall pattern results in the largest total overflow,with the overflow volume under rainfall pattern Ⅱ being,on average,3.765%higher than the standard rainfall pattern,and it can be as much as 7.728%higher at maximum.As the rainfall return period increases from 2 a to 100 a,the time at which the pipeline network reaches overload and begins to overflow occurs 15 to 40 min earlier,with both the overload and overflow durations being extended.

关键词

城市内涝/暴雨雨型/雨峰系数/SWMM/LISFLOOD-FP/广州市

Key words

urban waterlogging/rainstorm pattern/rainfall peak coefficient/SWMM/LISFLOOD-FP/Guangzhou City

分类

天文与地球科学

引用本文复制引用

高长松,肖洋,许栋,李彬权,周瑛,徐辉荣,唐洪武..暴雨雨型对城市排水管网和地表洪涝过程的联合影响[J].水资源保护,2025,41(4):60-70,11.

基金项目

国家自然科学基金项目(U2340221,52179076) (U2340221,52179076)

广州市南沙区水务局科技项目(2022-263) (2022-263)

水资源保护

OA北大核心

1004-6933

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