Citation: | LI Xiaoning, ZHENG Shiwei, LI Youlin, CHEN Gang, WANG Chuanhai. Urban Flood risk assessment based on integrated simulation of surface-pipe-river[J]. Advances in Water Science, 2024, 35(5): 738-751. DOI: 10.14042/j.cnki.32.1309.2024.05.005 |
To assess the risk of urban flood inundation due to inadequate drainage, this paper proposes an urban inundation risk assessment method based on a coupled surface-pipe-river system. An urban runoff and flood inundation risk assessment model was established for Changzhou urban runoff and flood inundation experimental site and conducts flood risk simulations under various designed rainfall scenarios. Results indicate that manhole overflows predominantly occur in the downstream section of the pipe, influenced by the pipe burial depth and drainage capacity. As the return period (P) increases, the proportion of fullness pipe increases from an average of 72.46% to 82.27%, and the proportion of overflow manhole increases from 1.95% to 4.11%. Although most areas did not experience manhole overflow, multiple urban flood sites still occurred within the study area, with the risk area ratio increasing from 4.31% (P =5 a) to 6.19% (P =50 a). The urban flood inundation risk assessment method based on a coupled surface-pipe-river system can more comprehensively reflect the urban inundation risks, offering new insights for assessing urban flood inundation risks.
[1] |
TELLMAN B,SULLIVAN J A,KUHN C,et al. Satellite imaging reveals increased proportion of population exposed to floods[J]. Nature,2021,596:80-86. doi: 10.1038/s41586-021-03695-w
|
[2] |
RENTSCHLER J,AVNER P,MARCONCINI M,et al. Global evidence of rapid urban growth in flood zones since 1985[J]. Nature,2023,622:87-92. doi: 10.1038/s41586-023-06468-9
|
[3] |
王萍萍. 人口总量有所下降 人口高质量发展取得成效[EB/OL].(2024-01-18)[2024-03-20]. https://www. stats. gov. cn/sj/sjjd/202401/t20240118_1946701. html. (WANG P P. The total population has decreased,and high-quality population development has achieved results [EB/OL]. (2024-01-18)[2024-03-20]. https://www.stats.gov.cn/sj/sjjd/202401/t20240118_1946701.html.(in Chinese)
WANG P P. The total population has decreased, and high-quality population development has achieved results [EB/OL]. (2024-01-18)[2024-03-20]. https://www.stats.gov.cn/sj/sjjd/202401/t20240118_1946701.html.(in Chinese)
|
[4] |
DUAN L Y,LIU Z Y,YU W,et al. Trend of urbanization rate in China various regions[J]. IOP Conference Series:Earth and Environmental Science,2021,772(1):012008. doi: 10.1088/1755-1315/772/1/012008
|
[5] |
程晓陶,刘昌军,李昌志,等. 变化环境下洪涝风险演变特征与城市韧性提升策略[J]. 水利学报,2022,53(7):757-768,778 (CHENG X T,LIU C J,LI C Z,et al. Evolution characteristics of flood risk under changing environment and strategy of urban resilience improvement[J]. Journal of Hydraulic Engineering,2022,53(7):757-768,778.(in Chinese)
CHENG X T, LIU C J, LI C Z, et al. Evolution characteristics of flood risk under changing environment and strategy of urban resilience improvement[J]. Journal of Hydraulic Engineering, 2022, 53(7): 757-768, 778.(in Chinese)
|
[6] |
徐宗学,陈浩,任梅芳,等. 中国城市洪涝致灾机理与风险评估研究进展[J]. 水科学进展,2020,31(5):713-724. (XU Z X,CHEN H,REN M F,et al. Progress on disaster mechanism and risk assessment of urban flood /waterlogging disasters in China[J]. Advances in Water Science,2020,31(5):713-724. (in Chinese)
XU Z X, CHEN H, REN M F, et al. Progress on disaster mechanism and risk assessment of urban flood /waterlogging disasters in China[J]. Advances in Water Science, 2020, 31(5): 713-724. (in Chinese)
|
[7] |
王浩,王佳,刘家宏,等. 城市水循环演变及对策分析[J]. 水利学报,2021,52(1):3-11. (WANG H,WANG J,LIU J H,et al. Analysis of urban water cycle evolution and countermeasures[J]. Journal of Hydraulic Engineering,2021,52(1):3-11. (in Chinese)
WANG H, WANG J, LIU J H, et al. Analysis of urban water cycle evolution and countermeasures[J]. Journal of Hydraulic Engineering, 2021, 52(1): 3-11. (in Chinese)
|
[8] |
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. (ZHANG J Y,WANG Y T,HE R M,et al. Discussion on the urban flood and waterlogging and causes analysis in China[J]. Advances in Water Science,2016,27(4):485-491. (in Chinese)
ZHANG J Y, WANG Y T, HE R M, et al. Discussion on the urban flood and waterlogging and causes analysis in China[J]. Advances in Water Science, 2016, 27(4): 485-491. (in Chinese)
|
[9] |
梅超,刘家宏,王浩,等. 城市下垫面空间特征对地表产汇流过程的影响研究综述[J]. 水科学进展,2021,32(5):791-800. (MEI C,LIU J H,WANG H,et al. Comprehensive review on the impact of spatial features of urban underlying surface on runoff processes[J]. Advances in Water Science,2021,32(5):791-800. (in Chinese)
MEI C, LIU J H, WANG H, et al. Comprehensive review on the impact of spatial features of urban underlying surface on runoff processes[J]. Advances in Water Science, 2021, 32(5): 791-800. (in Chinese)
|
[10] |
李小宁,俞悦,王船海,等. 南方平原河网区城市内涝的全过程监测与特征分析[J]. 水利学报,2022,53(7):845-853. (LI X N,YU Y,WANG C H,et al. Monitoring and characterization of the entire urban flooding process in the typical southern plain river network area[J]. Journal of Hydraulic Engineering,2022,53(7):845-853. (in Chinese)
LI X N, YU Y, WANG C H, et al. Monitoring and characterization of the entire urban flooding process in the typical southern plain river network area[J]. Journal of Hydraulic Engineering, 2022, 53(7): 845-853. (in Chinese)
|
[11] |
陈文龙,徐宗学,张印,等. 高密度城市暴雨洪涝治理理论框架及其应用研究[J]. 水利学报,2022,53(7):769-778. (CHEN W L,XU Z X,ZHANG Y,et al. Theoretical framework and application of urban rainstorm flood control in high-density cities[J]. Journal of Hydraulic Engineering,2022,53(7):769-778. (in Chinese)
CHEN W L, XU Z X, ZHANG Y, et al. Theoretical framework and application of urban rainstorm flood control in high-density cities[J]. Journal of Hydraulic Engineering, 2022, 53(7): 769-778. (in Chinese)
|
[12] |
宋晓猛,张建云,贺瑞敏,等. 北京城市洪涝问题与成因分析[J]. 水科学进展,2019,30(2):153-165. (SONG X M,ZHANG J Y,HE R M,et al. Urban flood and waterlogging and causes analysis in Beijing[J]. Advances in Water Science,2019,30(2):153-165. (in Chinese)
SONG X M, ZHANG J Y, HE R M, et al. Urban flood and waterlogging and causes analysis in Beijing[J]. Advances in Water Science, 2019, 30(2): 153-165. (in Chinese)
|
[13] |
黄国如,罗海婉,陈文杰,等. 广州东濠涌流域城市洪涝灾害情景模拟与风险评估[J]. 水科学进展,2019,30(5):643-652. (HUANG G R,LUO H W,CHEN W J,et al. Scenario simulation and risk assessment of urban flood in Donghaochong basin,Guangzhou[J]. Advances in Water Science,2019,30(5):643-652. (in Chinese)
HUANG G R, LUO H W, CHEN W J, et al. Scenario simulation and risk assessment of urban flood in Donghaochong basin, Guangzhou[J]. Advances in Water Science, 2019, 30(5): 643-652. (in Chinese)
|
[14] |
CHEN J,HILL A A,URBANO L D. A GIS-based model for urban flood inundation[J]. Journal of Hydrology,2009,373(1):184-192.
|
[15] |
THRYSØE C,BALSTRØM T,BORUP M,et al. FloodStroem:a fast dynamic GIS-based urban flood and damage model[J]. Journal of Hydrology,2021,600:126521. doi: 10.1016/j.jhydrol.2021.126521
|
[16] |
HU C,XIA J,SHE D X,et al. A new urban hydrological model considering various land covers for flood simulation[J]. Journal of Hydrology,2021,603:126833. doi: 10.1016/j.jhydrol.2021.126833
|
[17] |
BATES P D,HORRITT M S,FEWTRELL T J. A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling[J]. Journal of Hydrology,2010,387(1):33-45.
|
[18] |
MUNGKASI S,ROBERTS S G. Anuga software for numerical simulations of shallow water flows[J]. Jurnal Ilmu Komputer Dan Informasi,2012,5(1):1-8. doi: 10.21609/jiki.v5i1.180
|
[19] |
GLENIS V,KUTIJA V,KILSBY C G. A fully hydrodynamic urban flood modelling system representing buildings,green space and interventions[J]. Environmental Modelling & Software,2018,109:272-292.
|
[20] |
ABILY M,BERTRAND N,DELESTRE O,et al. Spatial global sensitivity analysis of high resolution classified topographic data use in 2D urban flood modelling[J]. Environmental Modelling & Software,2016,77:183-195.
|
[21] |
LI X N,FANG X,LI J Q,et al. Estimating time of concentration for overland flow on pervious surfaces by particle tracking method[J]. Water,2018,10(4):379. doi: 10.3390/w10040379
|
[22] |
XIA X L,LIANG Q H,MING X D. A full-scale fluvial flood modelling framework based on a high-performance integrated hydrodynamic modelling system (HiPIMS)[J]. Advances in Water Resources,2019,132:103392. doi: 10.1016/j.advwatres.2019.103392
|
[23] |
张红萍,郝晓丽,胡昌伟,等. 城市暴雨洪涝多尺度分层嵌套模拟技术[J]. 水科学进展,2023,34(4):510-519. (ZHANG H P,HAO X L,HU C W,et al. A hierarchically nested multi-scale modeling technique for urban pluvial floods[J]. Advances in Water Science,2023,34(4):510-519. (in Chinese)
ZHANG H P, HAO X L, HU C W, et al. A hierarchically nested multi-scale modeling technique for urban pluvial floods[J]. Advances in Water Science, 2023, 34(4): 510-519. (in Chinese)
|
[24] |
ZOPPOU C. Review of urban storm water models[J]. Environmental Modelling & Software,2001,16(3):195-231.
|
[25] |
ROSSMAN L A. Storm water management model user's manual,version 5.0[M]. Cincinnati:National Risk Management Research Laboratory,Office of Research and Development,US Environmental Protection Agency,2010.
|
[26] |
ABDELRAHMAN Y T,EL MOUSTAFA A M,ELFAWY M. Simulating flood urban drainage networks through 1D/2D model analysis[J]. Journal of Water Management Modeling,2018. [ DOI: 10.14796/JWMM.C454]
|
[27] |
赵冬泉,陈吉宁,佟庆远,等. 基于GIS构建SWMM城市排水管网模型[J]. 中国给水排水,2008,24(7):88-91. (ZHAO D Q,CHEN J N,TONG Q Y,et al. Construction of SWMM urban drainage network model based on GIS[J]. China Water & Wastewater,2008,24(7):88-91. (in Chinese) doi: 10.3321/j.issn:1000-4602.2008.07.024
ZHAO D Q, CHEN J N, TONG Q Y, et al. Construction of SWMM urban drainage network model based on GIS[J]. China Water & Wastewater, 2008, 24(7): 88-91. (in Chinese) doi: 10.3321/j.issn:1000-4602.2008.07.024
|
[28] |
喻海军,马建明,张大伟,等. IFMS Urban软件在城市洪水风险图编制中的应用[J]. 中国防汛抗旱,2018,28(7):13-17. (YU H J,MA J M,ZHANG D W,et al. Application of IFMS Urban software in urban flood risk mapping[J]. China Flood & Drought Management,2018,28(7):13-17. (in Chinese)
YU H J, MA J M, ZHANG D W, et al. Application of IFMS Urban software in urban flood risk mapping[J]. China Flood & Drought Management, 2018, 28(7): 13-17. (in Chinese)
|
[29] |
黄国如,陈文杰,喻海军. 城市洪涝水文水动力耦合模型构建与评估[J]. 水科学进展,2021,32(3):334-344. (HUANG G R,CHEN W J,YU H J. Construction and evaluation of an integrated hydrological and hydrodynamics urban flood model[J]. Advances in Water Science,2021,32(3):334-344. (in Chinese)
HUANG G R, CHEN W J, YU H J. Construction and evaluation of an integrated hydrological and hydrodynamics urban flood model[J]. Advances in Water Science, 2021, 32(3): 334-344. (in Chinese)
|
[30] |
金溪,周鹏飞,张翔凌,等. 基于改进垂向流量交换的城市内涝模拟方法[J]. 水科学进展,2023,34(2):218-226. (JIN X,ZHOU P F,ZHANG X L,et al. A coupling 1D-2D model of urban flooding simulation based on improved vertical flow exchange method[J]. Advances in Water Science,2023,34(2):218-226. (in Chinese)
JIN X, ZHOU P F, ZHANG X L, et al. A coupling 1D-2D model of urban flooding simulation based on improved vertical flow exchange method[J]. Advances in Water Science, 2023, 34(2): 218-226. (in Chinese)
|
[31] |
JAMALI B,LÖWE R,BACH P M,et al. A rapid urban flood inundation and damage assessment model[J]. Journal of Hydrology,2018,564:1085-1098. doi: 10.1016/j.jhydrol.2018.07.064
|
[32] |
ZHANG H P,WU W M,HU C H,et al. A distributed hydrodynamic model for urban storm flood risk assessment[J]. Journal of Hydrology,2021,600:126513. doi: 10.1016/j.jhydrol.2021.126513
|
[33] |
王船海,郑世威,李小宁,等. 基于太湖流域模型的城市内涝过程高效模拟[J]. 水科学进展,2022,33(3):462-473. (WANG C H,ZHENG S W,LI X N,et al. Efficient simulation of urban flood inundation based on Taihu Lake basin model[J]. Advances in Water Science,2022,33(3):462-473. (in Chinese)
WANG C H, ZHENG S W, LI X N, et al. Efficient simulation of urban flood inundation based on Taihu Lake basin model[J]. Advances in Water Science, 2022, 33(3): 462-473. (in Chinese)
|
[34] |
王小杰,夏军强,李启杰,等. 考虑不同水流交换模式的城市洪涝一维二维双向耦合模型[J]. 水科学进展,2024,35(2):244-255. (WANG X J,XIA J Q,LI Q J,et al. Study on the bidirectional coupling 1-D and 2-D model of urban flood based on different flow exchange modes[J]. Advances in Water Science,2024,35(2):244-255. (in Chinese)
WANG X J, XIA J Q, LI Q J, et al. Study on the bidirectional coupling 1-D and 2-D model of urban flood based on different flow exchange modes[J]. Advances in Water Science, 2024, 35(2): 244-255. (in Chinese)
|
[35] |
宋利祥,徐宗学. 城市暴雨内涝水文水动力耦合模型研究进展[J]. 北京师范大学学报(自然科学版),2019,55(5):581-587. (SONG L X,XU Z X. Coupled hydrologic-hydrodynamic model for urban rainstorm water logging simulation:recent advances[J]. Journal of Beijing Normal University(Natural Science),2019,55(5):581-587. (in Chinese)
SONG L X, XU Z X. Coupled hydrologic-hydrodynamic model for urban rainstorm water logging simulation: recent advances[J]. Journal of Beijing Normal University(Natural Science), 2019, 55(5): 581-587. (in Chinese)
|
[36] |
CASULLI V. A high‐resolution wetting and drying algorithm for free‐surface hydrodynamics[J]. International Journal for Numerical Methods in Fluids,2009,60(4):391-408. doi: 10.1002/fld.1896
|
[37] |
SHUSTIKOVA I,DOMENEGHETTI A,NEAL J C,et al. Comparing 2D capabilities of HEC-RAS and LISFLOOD-FP on complex topography[J]. Hydrological Sciences Journal,2019,64(14):1769-1782. doi: 10.1080/02626667.2019.1671982
|
[38] |
鲁芳. 基于Mike Flood模型的杭州市典型城区城市内涝管理模拟研究[D]. 宜昌:三峡大学,2022. (LU F. Simulation study on urban waterlogging management in typical urban areas of Hangzhou based on Mike Flood model[D]. Yichang:China Three Gorges University,2022. (in Chinese)
LU F. Simulation study on urban waterlogging management in typical urban areas of Hangzhou based on Mike Flood model[D]. Yichang: China Three Gorges University, 2022. (in Chinese)
|