Reprint

Advances in Dam-Break Modeling for Flood Hazard Mitigation: Theory, Numerical Models, and Applications in Hydraulic Engineering

Edited by
May 2024
342 pages
  • ISBN978-3-7258-1152-6 (Hardback)
  • ISBN978-3-7258-1151-9 (PDF)

This book is a reprint of the Special Issue Advances in Dam-Break Modeling for Flood Hazard Mitigation: Theory, Numerical Models, and Applications in Hydraulic Engineering that was published in

Biology & Life Sciences
Chemistry & Materials Science
Engineering
Environmental & Earth Sciences
Public Health & Healthcare
Summary

Dam-break modeling is still an important field of theoretical and applied research of great interest to hydraulic engineers. Indeed, floods induced by the collapse of dams may have catastrophic consequences for downstream lands, both in terms of human and economic losses. Moreover, the vulnerability of older dams to hydrological extreme events is increasing due to structural deterioration or inadequate spillway capacity, as well as the exposure of floodable areas as a result of urban development. Robust and efficient numerical models are needed to accurately reproduce dam-break flows on real topographies. The availability of real experiences and knowledge based on historical events, together with physical model data and sensitivity analysis, allows such modeling tools to be validated, constantly improved, and used with confidence in flood hazard mapping. The availability of robust and reliable predictive models will also represent a strategic resource in defining future hydrologic scenarios due to climate change. Therefore, the aims of this Special Issue were to present recent advances in the theoretical analysis of dam-break flows; to present recent advances in numerical modeling of dam-break flows on real topographies; to present laboratory experiments and new case studies useful to validate numerical models; and to showcase the applications of dam-break numerical models to flood hazard assessments.

Format
  • Hardback
License and Copyright
© 2024 by the authors; CC BY-NC-ND license
Keywords
dam break; dam overtopping; internal erosion; cascade of dams; erodibility; dam break; non-hydrostatic flow; shallow water hypotheses; vertically averaged model; weighted residual method; dam-break simulation; hydro-morphodynamics; dam out-flow rate; amagase dam; shallow water equations; FDM; dam-break modelling; real-field test cases; validation of numerical models; historical dam-break events; laboratory tests; real topography; review; Lake Ha! Ha!; test cases; validation; dam-break modelling; field data; geomorphic floods; Lake Ha! Ha! breakout; test cases; validation; dam breach parameters; dam failure scenario; flood hazard; flood hydrodynamics; flood simulation; simulated natural hazard; dam breach; rupture maximum discharge; statistical definition; dam-break flow; experimental tests; datasets; validation of numerical models; review; non-Newtonian fluid; hyperconcentrated flow; mudflow; dam-break study; flood-risk assessment; uncertainty boundaries; automated computational routine; open-channel flow; random choice method; Riemann problem; unsteady flow; varying topography; dam breaching; overtopping erosion; bedload transport; non-equilibrium transport; finite volume methods; breach side stability; dam break; flooding; numerical modelling; real-world topography; review; three-dimensional models; agent-based modelling; dam breach; emergency action plans; flood risk; LifeSim; dam-break modelling; dam overtopping; flood propagation; Flow3D; validation of numerical models; n/a

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