基于MIKE FLOOD的下立交暴雨积水数值模拟研究
Numerical Simulation of Storm wate under overpass based on MIKE LOOD
针对目前下立交逢雨必渍的问题,本文基于MIKE FLOOD平台,耦合一维排水管网模型(MIKE Urban)和二维地表漫流模型(MIKE21),构建了运城市建北立交的暴雨积水数值模型,对不同降雨情景下,下立交区积水以及水泵站收、提水过程进行模拟,并分析区域积水原因。结果显示:(1)P≥3a时有客水侵入桥区,P=10a时客水相当于泵站1.07h的出流量。(2)泵站提排能力不足,泵前池入、出流能力不相协调,泵前池雍水顶托现象较为严重。泵站汇水区客水入侵与提排能力不足是建北立交积水的主要原因。本研究加深了对下穿式立交暴雨积水机理的理解,评估了下立交排水防涝能力,为城市下穿式立交积水治理和排水优化提供了参考依据。
gainst the current problem of waterlogging at undetpass when it rains,In this study,the MIKE FLOOD model,which coupled MIKE Urban(a 1D model for a drainage system) and MIKE21 (a 2D hydrodynamic model),was developed to simulated waterlogging and pump operation condition for different design rainfall scenarios,to analyze the causes of the rainstorm waterlogging. The simulation results show that:(1) there was foreign water intruding into the underpass with return periods of 3 yaers, and the amount of foreign water was equivalent to the pumping capacity of 1.07h under the scenario of P=10a ; (2) The outflow (pump drainage) capacity of pump pool was less than inflow abilibity, whitch led to water jacking in pump pool.It can be see that intrusion of foriegn stormwater and insufficient pump drainage capacity is the main reason for the rainstorm waterlogging at JIAN BEI Underpass.This study has revealed the mechanism and process of storm waterlogging at an Underpass,and assessed the ability of the Underpass flood control and drainage capacity, which provided reference for the storm waterlogging treatment and drainage optimization of urban underpass.
吴巍、薛树红
治河工程、防洪工程
下立交排水防涝数值模拟MIKE FLOOD
urbanunderpassfloodcontrol and drainage capacityMIKE FLOODNumerical simulation
吴巍,薛树红.基于MIKE FLOOD的下立交暴雨积水数值模拟研究[EB/OL].(2018-03-26)[2025-08-06].http://www.paper.edu.cn/releasepaper/content/201803-233.点此复制
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