Assessment of the vulnerability of road networks to urban waterlogging based on a coupled hydrodynamic model

被引:89
作者
Zhang, Mingliang [1 ]
Xu, Menghua [1 ]
Wang, Zhaoli [1 ,2 ]
Lai, Chengguang [1 ,2 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, State Key Lab Subtrop Bldg Sci, Guangzhou 510641, Peoples R China
[2] Guangdong Engn Technol Res Ctr Safety & Greenizat, Guangzhou 510641, Peoples R China
基金
中国国家自然科学基金;
关键词
Road network vulnerability; Rainfall pattern; Coupled model; SWMM; LISFLOOD-FP; FLASH-FLOOD; INUNDATION MODEL; IMPACT; RISK; CITY; TRANSPORTATION; SIMULATION; RAINSTORM; PATTERNS; RAINFALL;
D O I
10.1016/j.jhydrol.2021.127105
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Waterlogging events in urban areas are becoming increasingly more frequent, which has led to tremendous economic losses. Urban road networks have also suffered heavy interference and destruction due to this type of disaster, and the precise assessment of road network vulnerability is an effective measure by which to reduce losses. Therefore, in this study, an analytical framework for the assessment of the vulnerability of road networks to urban waterlogging was constructed by using a coupled hydrodynamic model. The rainfall patterns in the study area were detected, and their impacts on vulnerability are discussed. The results show that rainfall events with unimodal, bimodal, and uniform shape patterns respectively account for 68.08%, 31.46%, and 0.47% of the total number of events considered in this study. The coupled hydrodynamic model used in this study is found to have satisfactory applicability for waterlogging simulation. Rainfall with a unimodal shape is found to have the greatest impact on the vulnerability of road networks, while that with a uniform shape has the least. Among the unimodal shapes, Mode II (late peak) and Mode III (middle peak) are the most dangerous.
引用
收藏
页数:15
相关论文
共 63 条
[1]   Geological Society of Africa Presidential Review Numerical modeling techniques for flood analysis [J].
Anees, Mohd Talha ;
Abdullah, K. ;
Nawawi, M. N. M. ;
Nik Ab Rahman, Nik Norulaini ;
Mt. Piah, Abd. Rahni ;
Zakaria, Nor Azazi ;
Syakir, M. I. ;
Omar, A. K. Mohd. .
JOURNAL OF AFRICAN EARTH SCIENCES, 2016, 124 :478-486
[2]  
[Anonymous], 2009, Global trends in water-related disasters: An insight for policymakers
[3]   Measuring vulnerability of road network considering the extent of serviceability of critical road links in urban areas [J].
Balijepalli, Chandra ;
Oppong, Olivia .
JOURNAL OF TRANSPORT GEOGRAPHY, 2014, 39 :145-155
[4]   Normalised flood losses in Europe: 1970-2006 [J].
Barredo, J. I. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2009, 9 (01) :97-104
[5]   A simple raster-based model for flood inundation simulation [J].
Bates, PD ;
De Roo, APJ .
JOURNAL OF HYDROLOGY, 2000, 236 (1-2) :54-77
[6]   A new tool for automatic calibration of the Storm Water Management Model (SWMM) [J].
Behrouz, Mina Shahed ;
Zhu, Zhenduo ;
Matott, L. Shawn ;
Rabideau, Alan J. .
JOURNAL OF HYDROLOGY, 2020, 581
[7]   Review and analysis of vehicle stability models during floods and proposal for future improvements [J].
Bocanegra, Ricardo A. ;
Valles-Moran, Francisco J. ;
Frances, Felix .
JOURNAL OF FLOOD RISK MANAGEMENT, 2020, 13
[8]  
Chen A.S., 2007, The Urban Inundation Model with Bidirectional Flow Interaction Between 2D Overland Surface and 1D Sewer Networks
[9]   An integrated inundation model for highly developed urban areas [J].
Chen, AS ;
Hsu, MH ;
Chen, TS ;
Chang, TJ .
WATER SCIENCE AND TECHNOLOGY, 2005, 51 (02) :221-229
[10]  
Chen P., 2020, J HYDROELECTRIC ENG, V39, P69