4.7 Article

The Rivillas flood of 5-6 November 1997 (Badajoz, Spain) revisited: An approach based on Iber plus modelling

Journal

JOURNAL OF HYDROLOGY
Volume 610, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.jhydrol.2022.127883

Keywords

Iber plus; Flash flood; Badajoz; Maintenance of Hydraulic Structures

Funding

  1. project RISC_ML [0034_RISC_ML_6_E]
  2. European Regional Development Fund (ERDF)
  3. Xunta de Galicia [ED431C 2021/44, ED481B-2021-108]
  4. Economy and Infrastructure Counselling of the Junta of Extremadura [IB20080]
  5. European Regional Development Fund [GR21080]

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This study analyzes the flash flood that occurred in Badajoz, Spain in November 1997 using the numerical code Iber+. The runoff of the river basin was simulated based on precipitation data, providing an accurate representation of the flood event. The simulation results align with field data and eyewitness testimonies. Various scenarios were analyzed, revealing that the blockage of bridges was the main cause of the catastrophic flood.
The flash flood registered in November 1997 in the city of Badajoz (Spain) in the basin of Rivillas river is analysed by means of the numerical code Iber+. This event constitutes one of the most destructive flash-floods registered in an urban area in the Iberian Peninsula. Starting from precipitation data obtained from rain stations, the runoff of the entire river basin was simulated to obtain the discharge of the Rivillas river in Badajoz. The flood maps obtained with Iber+ reproduce accurately the field data registered during the actual event. Likewise, the numerical time evolution of the flood and water depths are in accordance with testimonies of the witnesses. Once the capability of Iber+ to reproduce the event was assessed, several scenarios were considered in order to analyse the main causes of the event. In particular, simulations show that the catastrophic magnitude of the flood was mainly due to the blockage of bridges. Different hypothetical scenarios were simulated to analyze the role of rain intensity and bridge maintenance, concluding that similar floods can occur under much lower rainfall but with poor bridge maintenance.

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