EGU24-9050, updated on 08 Mar 2024
https://doi.org/10.5194/egusphere-egu24-9050
EGU General Assembly 2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.

Is 3D modelling necessary for simulating long-duration urban flooding?

Shuyue Yu1, Xuefang Li1, Vasileios Kitsikoudis2, Guilhem Dellinger3, and Benjamin Dewals4
Shuyue Yu et al.
  • 1College of Civil Engineering and Architecture, Guangxi University, Nanning, China (lxuefangcn@gxu.edu.cn)
  • 2Water Engineering and Management, University of Twente, Enschede, The Netherlands (v.kitsikoudis@utwente.nl)
  • 3ICube Laboratory, National School for Water and Environmental Engineering, Strasbourg, France (guilhem.dellinger@engees.unistra.fr)
  • 4Hydraulics in Environmental and Civil Engineering (HECE), University of Liège (ULiège), Belgium (b.dewals@uliege.be)

Urban flood modeling within complex urban environments demands sophisticated methodologies. While 2D computational models have historically served as foundational tools, their inherent limitations in capturing the intricate three-dimensional dynamics necessitate further exploration. Our research endeavors to expand this understanding by delving into 3D computational simulations, providing a more holistic perspective on urban flood dynamics.

In the current research, we conducted 3D simulations to replicate urban flood processes, drawing comparisons with earlier 2D modeling results and experimental observations. The simulations were executed considering various urban layouts and turbulence closure models. The urban layouts include two groups, totaling 13 architectural models. These models feature varying numbers or positions of openings on their exterior walls to represent architectural elements such as doors and windows that could allow floodwaters to enter in the interior of the buildings. As for the turbulence equations, k-omega SST and k-epsilon were considered. By analyzing the surface velocity, flow depth, and flowrate distribution, preliminary findings indicate that 3D simulations offer enhanced accuracy in capturing intricate flow patterns within urban settings compared to their 2D counterparts. Moreover, the tested simulations from various turbulence models influence the 2D and 3D simulations in different ways. This direct comparison allowed us to dissect and understand the influence of turbulence modeling on the accuracy of 3D simulations, thereby enhancing the robustness of our findings.

After obtaining the relevant results, we applied them to flood risk analysis. Compared to traditional 2D analyses, we derived some new insights to guide informed decision-making, enhancing the applicability of our approach. By integrating sophisticated modeling techniques and risk evaluations, this study paves the way for more resilient and adaptive urban planning strategies, ensuring safer and more sustainable urban environments in the face of increasing flood challenges.

How to cite: Yu, S., Li, X., Kitsikoudis, V., Dellinger, G., and Dewals, B.: Is 3D modelling necessary for simulating long-duration urban flooding?, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9050, https://doi.org/10.5194/egusphere-egu24-9050, 2024.