4.6 Article

Assessing the Extent of Flood-Prone Areas in a South-American Megacity Using Different High Resolution DTMs

Journal

WATER
Volume 15, Issue 6, Pages -

Publisher

MDPI
DOI: 10.3390/w15061127

Keywords

flood simulation; flood management; hydrodynamic modeling; two-dimensional simulation

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The study analyzes the performance of the hydrodynamic model HEC-RAS in assessing flood-prone areas using different digital terrain models (DTM) and computing intervals. The model is found to be a powerful tool in identifying susceptible areas to urban flooding, providing crucial geographic information for prioritizing flood risk management. Simulations with a spatial resolution of 5 m derived from orthoimages showed the best performance in terms of coverage and computation times.
Current forecasts estimate that almost 68% of the global population will be living in urban centers by 2050. As a result, the increase in impermeable surface area can result in severe hydrological impacts, such as the increase in surface runoff and the frequency of floods and their magnitude. Thus, this work analyzes the performance of the hydrodynamic model HEC-RAS for assessing the extent of flood-prone areas, using two digital terrain models (DTM) with different spatial resolutions (5 and 0.50 m). Four different computing intervals (1, 15, 30, and 60 s) were adopted aiming to evaluate the simulations outputs performance. Additionally, reported data by the civil defense are used for calibration and validation. In general, the model showed to be a powerful tool in the identification of susceptible areas to urban flooding. The simulated results in this work provide crucial geographic information when identifying spots with the highest risk of flooding, which should receive priority attention during such events. The simulations with a spatial resolution of 5 m showed the flood maps with the largest coverage of the flooded points (278 points out of 286-97.20%), within the shortest computation times. We highlight that the more refined DTM derived from spatial images did not produce the best flood simulation compared to the DTM with a spatial resolution of 5 m derived from orthoimages.

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