A flood inundation forecast of Hurricane Harvey using a continental-scale 2D hydrodynamic model

被引:68
|
作者
Wing, Oliver E. J. [1 ,2 ]
Sampson, Christopher C. [2 ]
Bates, Paul D. [1 ,2 ]
Quinn, Niall [2 ]
Smith, Andrew M. [2 ]
Neal, Jeffrey C. [1 ,2 ]
机构
[1] Univ Bristol, Sch Geog Sci, Univ Rd, Bristol BS8 1SS, Avon, England
[2] Fathom, Stn Approach, Engine Shed, Bristol BS1 6QH, Avon, England
来源
JOURNAL OF HYDROLOGY X | 2019年 / 4卷
基金
英国自然环境研究理事会;
关键词
Flooding; Hydrodynamic modeling; Flood forecasting; Hurricane Harvey; Large-scale modeling; Validation; DIFFUSION-WAVE TREATMENT; HYDRAULIC MODELS; PART; RESOLUTION; FRAMEWORK; UNCERTAINTY; PREDICTION; SYSTEM; ECMWF; RAINFALL;
D O I
10.1016/j.hydroa.2019.100039
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Forecasts of tropical cyclones have seen rapid improvements in recent years as expanding computational capacity permits more runs of finer resolution meteorological models with increasing representation of physical processes. However, the utilization of a hydrodynamic component in these models is often neglected, meaning flood forecasts typically output point water levels that give little indication of a projected inundation extent on the ground. Here, we append this critical component to the forecast cascade by coupling Fathom-US, a continental-scale hydraulic model which employs the LISFLOOD-FP numerical scheme, to forecasts of streamflow, rainfall and coastal surge height from the National Oceanic and Atmospheric Administration (NOAA). Medium-term (2-15 days) flood inundation forecasts, as well as hindcasts driven by real-time observations, were executed for Hurricane Harvey by rapidly simulating pluvial and coastal flood hazard and extracting fluvial flood maps from an existing US-wide simulation library. The resultant similar to 30 m resolution depth grids were then validated against post-event observations collated by the US Geological Survey. Across the disaster zone, the hindcast (forecast) model captured, on average, 78% (75%) of the benchmark flood extent, obtained a Critical Success Index of 0.66 (0.57) and deviated from observed high water marks by similar to 1 m (similar to 1.2 m). When compared to a simpler GIS-based approach, the hydraulic model exhibited much higher skill in replicating observations. This study shows that fully hydrodynamic approaches can be practicably employed in large-scale forecast frameworks at high resolution to produce skillful projections of inundation extent without significantly affecting the forecast lead time.
引用
收藏
页数:17
相关论文
共 50 条
  • [31] Sensitivity analysis of a 2D flood inundation model. A case study of Tous Dam
    Ullah, Aftab
    Haider, Sajjad
    Farooq, Rashid
    ENVIRONMENTAL EARTH SCIENCES, 2024, 83 (07)
  • [32] Flood simulation and inundation analysis in Ji’ nan City based on TELEMAC⁃2D model
    Li, Guoyi
    Shao, Weiwei
    Liu, Jiahong
    Song, Tianxu
    Fu, Xiaoran
    Water Resources Protection, 2024, 40 (05) : 46 - 52
  • [33] Rapid flood inundation modelling in a coastal urban area using a surrogate model of the 2D shallow water equations
    Cea, L.
    Bermudez, M.
    Puertas, J.
    Fraga, I
    Coquerez, S.
    SUSTAINABLE HYDRAULICS IN THE ERA OF GLOBAL CHANGE: ADVANCES IN WATER ENGINEERING AND RESEARCH, 2016, : 850 - 855
  • [34] A comparison of three parallelisation methods for 2D flood inundation models
    Neal, Jeffrey C.
    Fewtrell, Timothy J.
    Bates, Paul D.
    Wright, Nigel G.
    ENVIRONMENTAL MODELLING & SOFTWARE, 2010, 25 (04) : 398 - 411
  • [35] Flood hazard assessment for the coastal urban floodplain using 1D/2D coupled hydrodynamic model
    Jibhakate, Shubham M.
    Timbadiya, P., V
    Patel, P. L.
    NATURAL HAZARDS, 2023, 116 (02) : 1557 - 1590
  • [36] Flood hazard assessment for the coastal urban floodplain using 1D/2D coupled hydrodynamic model
    Shubham M. Jibhakate
    P. V. Timbadiya
    P. L. Patel
    Natural Hazards, 2023, 116 : 1557 - 1590
  • [37] Flood Inundation Modelling in Greater Colombo Region Using HEC-RAS 2D
    Edirisooriya, E. M. N. T.
    Neluwala, N. G. P. B.
    Weerakoon, W. M. S. B.
    ENGINEER-JOURNAL OF THE INSTITUTION OF ENGINEERS SRI LANKA, 2022, 55 (03): : 21 - 27
  • [38] TRITON: A Multi-GPU open source 2D hydrodynamic flood model
    Morales-Hernandez, M.
    Sharif, Md B.
    Kalyanapu, A.
    Ghafoor, S. K.
    Dullo, T. T.
    Gangrade, S.
    Kao, S. -C.
    Norman, M. R.
    Evans, K. J.
    ENVIRONMENTAL MODELLING & SOFTWARE, 2021, 141
  • [39] Multitemporal SAR Data and 2D Hydrodynamic Model Flood Scenario Dynamics Assessment
    Scarpino, Santina
    Albano, Raffaele
    Cantisani, Andrea
    Mancusi, Leonardo
    Sole, Aurelia
    Milillo, Giovanni
    ISPRS INTERNATIONAL JOURNAL OF GEO-INFORMATION, 2018, 7 (03):
  • [40] Study of flood characteristic in Cikalumpang River by using 2D flood model
    Rizaldi, Akbar
    Moe, Idham Riyando
    Farid, Mohammad
    Aribawa, Teguh Mulia
    Bayuadji, Gatut
    Sugiharto, Tanto
    2ND CONFERENCE FOR CIVIL ENGINEERING RESEARCH NETWORKS (CONCERN-2 2018), 2019, 270