ANALYSIS OF WAVE PROPAGATION CAUSED BY DAM RUPTURE: SIMULATION OF RUPTURE OF A WATER DAM

Authors

  • Mylanna Pereira do Valle Centro Universitário União das Américas Descomplica
  • Pantene Oliveira Cassel Junior Centro Universitário União das Américas Descomplica
  • Gabriel Silvério Feltz dos Santos Universidade Federal do Paraná
  • Fábio Almeida de Morais Patente Centro Universitário Jorge Amado - UNIJORGE

DOI:

https://doi.org/10.51891/rease.v10i4.13600

Keywords:

Dam. Breach. Simulation. flood.

Abstract

Damages resulting from dam ruptures are quite significant and can lead to catastrophic events. Taking into account the inherent risk that such structures present, the main action to be taken is to avoid these events as much as possible or to predict the proportions they would take. Laws and plans have been established in order to ensure the safety of dams, as well as the bus downstream region, the adoption of measures management of ri s cos and emergency become essential in this scenario. Therefore, it is extremely necessary to carry out analyzes of dam ruptures in order to determine flood regions containing the depths of flooding and wave arrival times at each point in the affected areas, essential information for preparing an emergency action plan.To highlight the importance of these studies, this work brings breakage simulation of a small dam. The flood maps were generated by the HEC-RAS software from the topography extracted from a digital elevation model. The Despite the preliminary nature of the study and simulation performed, the impact generated in the region downstream from the dam, could be analyzed with greater clarity. From the propagation of the wave that the rupture of this dam would provide, it was possible to conclude and reflect on the importance of emergency plans in smaller dams, since the damages observed in this simulation were significant.

Author Biographies

Mylanna Pereira do Valle, Centro Universitário União das Américas Descomplica

Pós-graduação em Meio Ambiente e Saneamento Básico - Centro Universitário União das Américas Descomplica. Graduação em Engenharia Civil - Universidade Veiga de Almeida (UVA) 

Pantene Oliveira Cassel Junior, Centro Universitário União das Américas Descomplica

Pós-graduação Lato Sensu em Projetos de Estruturas - Centro Universitário União das Américas Descomplica(2023); Pós-graduação Lato Sensu em Orçamentação, Planejamento e Controle na Construção Civil - Centro Universitário União das Américas Descomplica(2023); Graduação em Engenharia Civil - Universidade Anhanguera UNIDERP (2018).

Gabriel Silvério Feltz dos Santos, Universidade Federal do Paraná

Pós- graduação - MBA em Gestão de obras na construção civil – UniBF. Pós- graduação - MBA em Orçamento, planejamento e controle na construção civil. – UniBF. Graduação em Engenharia Civil - Universidade Federal do Paraná (UFPR).

Fábio Almeida de Morais Patente, Centro Universitário Jorge Amado - UNIJORGE

Graduação em Engenharia Civil - Centro Universitário Jorge Amado - UNIJORGE.

Published

2024-04-17

How to Cite

Valle, M. P. do, Cassel Junior, P. O., Santos, G. S. F. dos, & Patente, F. A. de M. (2024). ANALYSIS OF WAVE PROPAGATION CAUSED BY DAM RUPTURE: SIMULATION OF RUPTURE OF A WATER DAM. Revista Ibero-Americana De Humanidades, Ciências E Educação, 10(4), 1822–1842. https://doi.org/10.51891/rease.v10i4.13600