Influence of siltation on flood propagation: hydrodynamic analysis and hazard index assessment in the Jundiaí River Basin

  • Débora de Jesus Siqueira Faculdade de Engenharia Civil, Arquitetura e Urbanismo. Universidade Estadual de Campinas (UNICAMP), Rua Saturnino de Brito, n° 224, Cidade Universitária, CEP: 13083-889, Campinas, SP, Brazil.
  • Luis Fernando Murillo-Bermúdez Faculdade de Engenharia Civil, Arquitetura e Urbanismo. Universidade Estadual de Campinas (UNICAMP), Rua Saturnino de Brito, n° 224, Cidade Universitária, CEP: 13083-889, Campinas, SP, Brazil.
  • Filipe Antonio Marques Falcetta Centro de Pesquisa Cidades, Infraestrutura e Meio Ambiente. Seção de Planejamento Territorial, Recursos Hídricos, Saneamento e Florestas. Instituto de Pesquisas Tecnológicas do Estado de São Paulo (IPT), Avenida Professor Almeida Prado, n° 532, Cidade Universitária, CEP: 05508-901, São Paulo, SP, Brazil.
  • Marina Refatti Fagundes Instituto de Pesquisas Hidráulicas. Universidade Federal do Rio Grande do Sul (UFRGS), Avenida Bento Gonçalves, n° 9500, CEP: 91509-900, Porto Alegre, RS, Brazil.
  • Hugo de Oliveira Fagundes Faculdade de Engenharia Civil, Arquitetura e Urbanismo. Universidade Estadual de Campinas (UNICAMP), Rua Saturnino de Brito, n° 224, Cidade Universitária, CEP: 13083-889, Campinas, SP, Brazil.
  • André Luís Sotero Salustiano Martim Faculdade de Engenharia Civil, Arquitetura e Urbanismo. Universidade Estadual de Campinas (UNICAMP), Rua Saturnino de Brito, n° 224, Cidade Universitária, CEP: 13083-889, Campinas, SP, Brazil.
  • Cristiano Poleto Instituto de Pesquisas Hidráulicas. Universidade Federal do Rio Grande do Sul (UFRGS), Avenida Bento Gonçalves, n° 9500, CEP: 91509-900, Porto Alegre, RS, Brazil.

Resumen

Siltation is one of the main aggravating factors for floods in urbanized basins, altering flow capacity and increasing socio-environmental risks. This study evaluates the impacts of siltation on flood dynamics in the Jundiaí River Basin (São Paulo, Brazil), using hydrodynamic modeling (HEC-RAS 6.0) and the Hazard Index (HI = y × v), based on hydraulic thresholds established in the literature. Three scenarios were simulated for an extreme 100-year return period (RP) event: (1) reference condition (no siltation), (2) moderate siltation (20% reduction in depth), and (3) severe siltation (40% reduction). The results indicated three distinct hydrodynamic behavior patterns: high-energy zones (where the cross-section reduction increased velocity and erosive power), active deposition zones (locations with low velocity, v < 0.3 m/s, with lateral flood expansion), and transition areas (with unstable Hazard Index behavior). An increase in the flooded area was observed by 12% (moderate scenario) and 28% (severe scenario), with a critical rise in the HI (> 4.0 m²/s) in high hydraulic energy zones, while low-velocity areas (v < 0.3 m/s) showed lateral flood expansion. Sediment deposition was predominant in floodplains and reaches with slopes < 0.3%, corroborating literature studies. It is concluded that siltation not only expands the flooded area but also intensifies hydrodynamic risks in critical regions, demanding integrated sediment management strategies.

Keywords: hazard index, hydrodynamic modeling, Jundiaí River, siltation.

Publicado
18/11/2025
Sección
Articulos