| 196 | 2 | 15 |
| Downloads | Citas | Reads |
In recent years, urban waterlogging disasters have occurred frequently. How to accurately evaluate the drainage capacity of the pipe network and respond quickly is particularly important. Based on the characteristics of different regional conditions, this study constructs a rainstorm waterlogging model based on the SWMM model, simulates and analyzes the urban waterlogging under different working conditions, and evaluates the drainage capacity of the pipe network system. By building a physical experiment platform, the waterlogging results under different working conditions are analyzed and verified. The results show that when the rainstorm return period in the study area is greater than the 20-year return period, the change of the location of the outlet along the river has no significant effect on the drainage capacity of the pipe network; When is greater than the 50-year return period, the influence of the change of upstream storage water volume on waterlogging is weakened. When the position of the outlet in the area changes from semi-submerged to fully exposed to the water surface, the degree of waterlogging change is the most obvious when the rainstorm occurs more than once in two years. When the storage volume is full for occurrence of rainstorm, the larger storage water body may cause stronger disturbance to the liquid change of the upstream pipe network. The research puts forward guiding suggestions for urban flood control and drainage during rainstorm.
[1] 张建云,王银堂,贺瑞敏,等.中国城市洪涝问题及成因分析[J].水科学进展,2016,27(4):485-491.
[2] HOU J,HAN H,QI W,et al.Experimental investigation for impacts of rain storms and terrain slopes on low impact development effect in an idealized urban catchment[J].Journal of hydrology,2019,579(7):124176.
[3] HUANG H,LEI X,LIAO W,et al.A hydrodynamic-machine learning coupled (HMC) model of real-time urban flood in a seasonal river basin using mechanism-assisted temporal cross-correlation (MTC) for space decoupling[J].Journal of hydrology,2023,624:129826.
[4] ZENG Z,WANG Z,WU X,et al.Rainstorm waterlogging simulations based on SWMM and LISFLOOD models[J].Journal of hydroelectric engineering,2017,36:68-77.
[5] 陆露,赵冬泉,陈小龙,等.城市排水管网与内部河道耦合模拟研究[J].给水排水,2014,50(10):103-107.
[6] 苗小波,吕谋,梁风超,等.潮水顶托对雨水管网的影响分析[J].水电能源科学,2018,36(6):84-87.
[7] 陈睿星,李卫东,栾慕,等.SWMM模型在城市雨水管网改造中的应用[J].中国农村水利水电,2017(1):58-62.
[8] 张志军.城镇排水系统设计与运行中的若干问题探讨[J].中国给水排水,2010,26(6):45-48,51.
[9] 梅超,刘家宏,王浩,等.SWMM原理解析与应用展望[J].水利水电技术,2017,48(5):33-42.
Basic Information:
DOI:10.20040/j.cnki.1000-7709.2024.20232158
China Classification Code:TU992
Citation Information:
[1]LEI Xiao-hui,LIU Dong-kun,LONG Yan ,et al.Study on Influence of Drainage Capacity of Urban Pipe Network by Regulating Water Body and Outlet Position[J].Water Resources and Power,2024,42(10):50-54.DOI:10.20040/j.cnki.1000-7709.2024.20232158.
Fund Information:
河北省创新研究群体项目(E2020402074)
2023-12-22
2023
2024-08-15
2024-01-02
2024
1
2024-08-16
2024-08-16
2024-08-16