城市洪涝快速建模中的排水管网概化方法及其应用
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(1.武汉大学水资源工程与调度全国重点实验室;2.珠江水利委员会珠江水利科学研究院 )

作者简介:

王小杰(1995—),女,博士,主要从事城市洪涝研究。E-mail:wangxiaojie@whu.edu.cn

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基金项目:

国家自然科学基金项目(52509111)


Generalization method and application of drainage network for rapid modeling of urban floods and waterlogging
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(1.State Key Laboratory of Water Resources Engineering and Management, Wuhan University;2.Pearl River Water Resources Research Institute, Pearl River Water Resources Commission)

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    摘要:

    针对城市洪涝建模过程中管网结构复杂导致的建模效率低下的问题,综合考虑城市水文特征、管网管径、排水流向及主干道路分布等因素对排水支管进行概化,提出了一种水文分析与雨水口结合的排水管网概化方法,并应用于广州市黄浦区。该方法将原先与排水支管相连的雨水口入流转移至对应排水分区的主干管网节点进行汇流计算,有助于城市洪涝快速建模。将分别基于该方法、黄浦区现状排水管网(未概化)、传统雨水井等效排水管网概化方法所构建的地表径流与地下管流耦合水动力模型模拟的洪涝过程进行对比,结果表明:相较于黄浦区现状排水管网,本文方法概化后的排水系统中管道数量、长度分别减少39.4%、38.7%,窨井数量减少38.3%;不同降雨重现期下,与基于现状排水管网模拟得到的地表积水面积、排口总水量、典型单个排口流量峰值相比,本文方法模拟的相对误差分别为1.90%~4.53%、1.11%~4.79%、3.05%~18.81%,传统雨水井等效排水管网概化方法模拟的相对误差分别为2.79%~5.57%、3.32%~10.60%、56.22%~60.59%。

    Abstract:

    In response to the problem of low modeling efficiency caused by complex drainage network structure in urban flood modeling, a drainage network generalization method combining hydrological analysis and rainwater inlets was proposed by comprehensively considering factors such as urban hydrological characteristics, pipeline diameter, drainage flow direction, and distribution of main roads, and applied in Huangpu District, Guangzhou City . This method transfers the inflow from the rainwater inlet connected to the drainage branch pipe to the main pipe network node of the corresponding drainage zone for confluence calculation, which helps rapid modeling of urban flood. Based on the coupled hydrodynamic model of surface runoff and underground pipe flow, the flood process simulated by models constructed using this method, the current drainage network

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王小杰,夏军强,何用,等.城市洪涝快速建模中的排水管网概化方法及其应用[J].水资源保护,2026,42(5):62-71.(Wang Xiaojie, Xia Junqiang, He Yong, et al. Generalization method and application of drainage network for rapid modeling of urban floods and waterlogging[J]. Water Resources Protection,2026,42(5):62-71.(in Chinese))

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  • 在线发布日期: 2026-10-27
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