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Assessment of Object-Level Flood Impact in an Urbanized Area Considering Operation of Hydraulic Structures

Author

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  • Yunsong Cui

    (School of Naval Architecture & Ocean Engineering, Jiangsu Maritime Institute, Nanjing 211170, China
    Key Laboratory of Coastal Disaster and Defence (Ministry of Education), Hohai University, Nanjing 210098, China
    These authors contributed equally to this work.)

  • Qiuhua Liang

    (School of Architecture, Building and Civil Engineering, Loughborough University, Loughborough LE11 3TU, UK
    Key Laboratory of Coastal Disaster and Defence (Ministry of Education), Hohai University, Nanjing 210098, China)

  • Yan Xiong

    (School of Civil Engineering and Architecture, Jiangsu Open University, Nanjing 210036, China
    Key Laboratory of Coastal Disaster and Defence (Ministry of Education), Hohai University, Nanjing 210098, China)

  • Gang Wang

    (Key Laboratory of Coastal Disaster and Defence (Ministry of Education), Hohai University, Nanjing 210098, China)

  • Tianwen Wang

    (School of Naval Architecture & Ocean Engineering, Jiangsu Maritime Institute, Nanjing 211170, China
    These authors contributed equally to this work.)

  • Huili Chen

    (School of Architecture, Building and Civil Engineering, Loughborough University, Loughborough LE11 3TU, UK)

Abstract

Urban flooding has become one of the most common natural hazards threatening people’s lives and assets globally due to climate change and rapid urbanization. Hydraulic structures, e.g., sluicegates and pumping stations, can directly influence flooding processes and should be represented in flood modeling and risk assessment. This study aims to present a robust numerical model by incorporating a hydraulic structure simulation module to accurately predict the highly transient flood hydrodynamics interrupted by the operation of hydraulic structures to support object-level risk assessment. Source-term and flux-term coupling approaches are applied and implemented to represent different types of hydraulic structures in the model. For hydraulic structures such as a sluicegate, the flux-term coupling approach may lead to more accurate results, as indicated by the calculated values of NSE and RMSE for different test cases. The model is further applied to predict different design flood scenarios with rainfall inputs created using Intensity-Duration-Frequency relationships, Chicago Design Storm, and surveyed data. The simulation results are combined with established vehicle instability formulas and depth-damage curves to assess the flood impact on individual objects in an urbanized case study area in Zhejiang Province, China.

Suggested Citation

  • Yunsong Cui & Qiuhua Liang & Yan Xiong & Gang Wang & Tianwen Wang & Huili Chen, 2023. "Assessment of Object-Level Flood Impact in an Urbanized Area Considering Operation of Hydraulic Structures," Sustainability, MDPI, vol. 15(5), pages 1-25, March.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:5:p:4589-:d:1087519
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    References listed on IDEAS

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