Coastal Compound Flood Simulation through Coupled Multidimensional Modeling Framework

•Fully coupling of hydrologic, hydraulic, and hydrodynamics models.•Enhanced representation of CCF multi-dimensional physics through model coupling.•Using digital surface models to represent fine-scale dynamics of urban flood. Coastal watersheds are prone to compound flooding caused by heavy rainfal...

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Veröffentlicht in:Journal of hydrology (Amsterdam) 2024-02, Vol.630, p.130691, Article 130691
Hauptverfasser: Hasan Tanim, Ahad, Warren McKinnie, F., Goharian, Erfan
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Sprache:eng
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Zusammenfassung:•Fully coupling of hydrologic, hydraulic, and hydrodynamics models.•Enhanced representation of CCF multi-dimensional physics through model coupling.•Using digital surface models to represent fine-scale dynamics of urban flood. Coastal watersheds are prone to compound flooding caused by heavy rainfall, storm surge, and high tide. Accurate prediction and modeling of coastal compound floods (CCF) require precise physical representation in numerical models with appropriate numerical approximation associated with multi-driver physical processes for simulating the flood dynamics. To address this, an integrated and tightly coupled modeling approach is implemented to capture the nonlinear and complex processes involved in CCF and interconnectivity among Multidimensional Hydraulics (pipe and channel), Hydrodynamics (2D overland flow), and distributed Hydrologic (MH3) models are developed. The coupled modeling framework focuses on the development of interconnected meshes of the node-link-basin using the Interconnected Channel and Pond Routing (ICPR) model. This framework effectively incorporates the complex drainage network system of tidal creeks, tidal channels, underground sewer networks, and detention ponds of the Charleston Peninsula of South Carolina (SC). The dynamics of the urbanized floodplain in the peninsula are represented using high-resolution LiDAR-derived Digital Elevation Model (DEM) and Digital Surface Model (DSM). The overland flow is simulated using energy balance, momentum balance, and diffusive wave methods. The performance of the CCF model is tested for the 2015 SC historical flood and a high tide flood event. The momentum balance-based CCF model shows 98.35% accuracy in identifying street-level flooding locations. Furthermore, the model shows that incorporating DSM processing in the current study improves the accuracy of urban flood simulation by approximately 15% to 33% compared to LiDAR DEM. It is revealed that the momentum balance method outperforms to simulate the flood dynamics. Consequently, this study contributes to the modeling of CCF by developing an integrated MH3 system that enhances the physical representation of coastal hydrology at a fine scale.
ISSN:0022-1694
1879-2707
DOI:10.1016/j.jhydrol.2024.130691