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ORIGINAL RESEARCH article

Front. Built Environ.

Sec. Urban Science

This article is part of the Research TopicAdvances in Urban Flood Studies: Modeling, Monitoring, Strategic Planning, and Lessons LearnedView all 6 articles

Effect of Building Representation on Pluvial Flood Risk in Urban Areas: The Podoniftis Basin, Greece

Provisionally accepted
  • 1National Technical University of Athens, Athens, Greece
  • 2Technische Universitat Braunschweig, Brunswick, Germany

The final, formatted version of the article will be published soon.

Urban flood modeling requires accurately representing building structures, as they influence flow paths, flood depths, and hydraulic dynamics in urban basins. This study assesses the effectiveness of three commonly used building representation techniques—Stubby Building (SB), Building Block (BB), and Building Resistance (BR)—within a rain-on-grid framework in the urbanized Podoniftis basin, Attica, Greece. Using a 2 m resolution digital elevation model, buildings are represented with BB using 5 m and 12 m building footprint elevations, SB using a 0.5 m elevation, and BR using increased Manning's roughness coefficients of 1 and 10 over building footprints. The different methods substantially influence simulated flood extent, water depth, and velocity fields. The BB method yields the highest mean depths (0.62 m) but tends to concentrate high-water depths adjacent to buildings in densely built-up areas. The BR method produces a larger flooded area with the lowest mean velocity (0.27 m/s), reflecting higher hydraulic resistance and a more distributed water storage. The SB method provides an intermediate behaviour between the three approaches, while not explicitly resolving runoff generation and redistribution associated with building ingress and drainage systems. A Flood Hazard Rating assessment further shows that building representation affects the spatial pattern of hazard classes. Overall, the findings highlight that building representation is a key modelling choice in rain-on-grid applications and underline the need for more refined techniques that explicitly incorporate drainage networks and building ingress processes for urban flood hazard assessment.

Keywords: Flood risk assessment, GIS, HEC-RAS, Hydrodynamic simulation, Pluvial inundation, Podoniftis basin-Greece, Surface runoff, Urban flood modeling

Received: 30 Nov 2025; Accepted: 29 Jan 2026.

Copyright: © 2026 Alexopoulos, Dimitriadis, Mitsi, Koutsoyiannis, Istrati and Iliopoulou. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence:
Marcos Julien Alexopoulos
Panayiotis Dimitriadis

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