Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas
Study region: The Nansha District of Guangzhou, China, is a typical example of a plain river network polder area. Study focus: Polder areas, located in coastal lowlands, are frequently subjected to tidal influences and heavy rainfall, resulting in significant flood risks. The diverse land surface ty...
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Elsevier
2025-02-01
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author | Cheng Chen Binquan Li Yang Xiao Huihui Li Taotao Zhang Dong Xu Huanghao Yu |
author_facet | Cheng Chen Binquan Li Yang Xiao Huihui Li Taotao Zhang Dong Xu Huanghao Yu |
author_sort | Cheng Chen |
collection | DOAJ |
description | Study region: The Nansha District of Guangzhou, China, is a typical example of a plain river network polder area. Study focus: Polder areas, located in coastal lowlands, are frequently subjected to tidal influences and heavy rainfall, resulting in significant flood risks. The diverse land surface types and complex runoff generation and confluence mechanisms pose challenges to flood forecasting in these areas, particularly in the absence of high-resolution topographic data. This study proposed a runoff and confluence model incorporating various land surfaces, including paddy fields, drylands, forests, urban areas, and water surfaces. The MIKE 11 model was used to simulate river flood evolution. The model was applied in flood forecasting and risk assessment. A BP neural network (BPNN) was employed for error correction to reduce model uncertainty in forecasting. Five different rainfall scenarios with varying return periods (RP) were used to assess the region's drainage capacity and associated risks. New hydrological insights: The results showed that the model can simulate the river water level process well. The average Nash-Sutcliffe efficiency coefficients (NSE) reached 0.86 and 0.91 in the calibration and validation periods, respectively. Following the application of the BPNN correction, the NSEs of all floods were greater than 0.9. The drainage capacity assessment revealed that the current drainage facilities in the study area are at risk of urban flooding when confronted with a design storm with an RP= 50. The model can be used for flood forecasting and risk assessment in polder areas without the need for high-resolution data. |
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institution | Kabale University |
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language | English |
publishDate | 2025-02-01 |
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series | Journal of Hydrology: Regional Studies |
spelling | doaj-art-e6569886d666499ca0446167ac837c7c2025-01-22T05:42:14ZengElsevierJournal of Hydrology: Regional Studies2214-58182025-02-0157102154Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areasCheng Chen0Binquan Li1Yang Xiao2Huihui Li3Taotao Zhang4Dong Xu5Huanghao Yu6The National Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098, China; College of Hydrology and Water Resources, Hohai University, Nanjing 210098, ChinaThe National Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098, China; College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China; Corresponding author at: The National Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098, ChinaSchool of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China; Key Laboratory of Hydrologic-Cycle and Hydrodynamic-System of Ministry of Water Resources, Hohai University, Nanjing 210024, ChinaCollege of Hydrology and Water Resources, Hohai University, Nanjing 210098, ChinaSchool of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, ChinaKey Laboratory of Hydrologic-Cycle and Hydrodynamic-System of Ministry of Water Resources, Hohai University, Nanjing 210024, ChinaCollege of Hydrology and Water Resources, Hohai University, Nanjing 210098, ChinaStudy region: The Nansha District of Guangzhou, China, is a typical example of a plain river network polder area. Study focus: Polder areas, located in coastal lowlands, are frequently subjected to tidal influences and heavy rainfall, resulting in significant flood risks. The diverse land surface types and complex runoff generation and confluence mechanisms pose challenges to flood forecasting in these areas, particularly in the absence of high-resolution topographic data. This study proposed a runoff and confluence model incorporating various land surfaces, including paddy fields, drylands, forests, urban areas, and water surfaces. The MIKE 11 model was used to simulate river flood evolution. The model was applied in flood forecasting and risk assessment. A BP neural network (BPNN) was employed for error correction to reduce model uncertainty in forecasting. Five different rainfall scenarios with varying return periods (RP) were used to assess the region's drainage capacity and associated risks. New hydrological insights: The results showed that the model can simulate the river water level process well. The average Nash-Sutcliffe efficiency coefficients (NSE) reached 0.86 and 0.91 in the calibration and validation periods, respectively. Following the application of the BPNN correction, the NSEs of all floods were greater than 0.9. The drainage capacity assessment revealed that the current drainage facilities in the study area are at risk of urban flooding when confronted with a design storm with an RP= 50. The model can be used for flood forecasting and risk assessment in polder areas without the need for high-resolution data.http://www.sciencedirect.com/science/article/pii/S2214581824005032Polder areaHydrological-hydrodynamic coupling modelBPNNFlood forecastingDrainageError correction |
spellingShingle | Cheng Chen Binquan Li Yang Xiao Huihui Li Taotao Zhang Dong Xu Huanghao Yu Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas Journal of Hydrology: Regional Studies Polder area Hydrological-hydrodynamic coupling model BPNN Flood forecasting Drainage Error correction |
title | Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
title_full | Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
title_fullStr | Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
title_full_unstemmed | Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
title_short | Hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
title_sort | hydrological and hydrodynamic coupling simulation under composite underlying surfaces in urban polder areas |
topic | Polder area Hydrological-hydrodynamic coupling model BPNN Flood forecasting Drainage Error correction |
url | http://www.sciencedirect.com/science/article/pii/S2214581824005032 |
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