Articles | Volume 26, issue 5
https://doi.org/10.5194/nhess-26-2319-2026
https://doi.org/10.5194/nhess-26-2319-2026
Research article
 | 
20 May 2026
Research article |  | 20 May 2026

Culvert blockages in 2D-hydrodynamic flash flood modeling: quantifying the impact on flood dynamics and mitigation strategies

Leon Frederik De Vos, Karan Mahajan, Daniel Caviedes-Voullième, and Nils Rüther

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Cited articles

Ah-Woane, E., Amama, Z., Cordier, F., Davarend, T., Lotfi, J., Assaba, M., Sochinskii, A., Majdalani, S., Moussa, R., Abily, M., and Delestre, O.: Toward Brague river flood modelling 3: the impact of culvert representation, Digital Water, 3, 1–22, https://doi.org/10.1080/28375807.2025.2465376, 2025. a, b, c, d
Apel, H., Aronica, G., Kreibich, H., and Thieken, A.: Flood risk analyses-how detailed do we need to be?, Nat. Hazards, 49, 79–98, https://doi.org/10.1007/s11069-008-9277-8, 2008. a, b
Archer, D., O'Donnell, G., Lamb, R., Warren, S., and Fowler, H. J.: Historical flash floods in England: New regional chronologies and database, J. Flood Risk Manag., 12, e12526, https://doi.org/10.1111/jfr3.12526, 2019. a
Ball, J., Babister, M., Nathan, R., Weeks, W., Weinmann, E., Retallick, M., and Testoni, I.: Australian Rainfall and Runoff: A Guide to Flood Estimation, Commonwealth of Australia (Geoscience Australia), ISBN 978-1-925848-36-6, 2019. a, b, c, d
Bartels, H., Weigl, E., Reich, T., Lang, P., Wagner, A., Kohler, O., and Gerlach, N.: Projekt RADOLAN-Routineverfahren zur Online-Aneichung der Radarniederschlagsdaten mit Hilfe von automatischen Bodenniederschlagsstationen (Ombrometer): zusammenfassender Abschlussbericht für die Projektlaufzeit von 1997 bis 2004, Tech. rep., Deutscher Wetterdienst (DWD), https://www.dwd.de/DE/leistungen/radolan/radolan_info/abschlussbericht_pdf.pdf?__blob=publicationFile&v=2 (last access: 13 May 2026), 2004. a
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In this study, we assess the impact of culvert blockages on flash flood dynamics. Applying the 2D Shallow Water Equations, we model multiple flash flood and blockage scenarios within a steep catchment in central Germany. The results emphasize the need for accurate culvert representation in hydrodynamic models and demonstrate how scenario-based blockage modeling can support the identification of critical infrastructure and the development of targeted mitigation measures.
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