Solutions of navier stokes equations for dam break problem in two dimension using finite element method

A dam break is one of the most catastrophic events in hydraulic systems it happens when a dam suddenly fails, unleashing massive amounts of water in an uncontrolled rush. Even though water covers most of the Earth, water scarcity continues to be a serious challenge, especially in regions that rely heavily on irrigation. In response, many governments have invested in large scale dam construction to support food security by irrigating over 600,000 hectares of dry and semi-arid land. While dams are essential for water storage and agricultural productivity, they also come with significant risks. The enormous potential energy they store can lead to devastating environmental and social consequences if a failure occurs. This study focuses on modeling and simulating dam break scenarios using the two-dimensional Navier-Stokes equations, widely recognized for describing fluid behavior, solved through the Galerkin finite element method in MATLAB. The simulation considers steady-state, incompressible Newtonian fluids without body forces and applies the classic lid-driven cavity problem for benchmarking. To achieve accurate results, the study uses eight-noded rectangular elements, with quadratic interpolation for velocity and bilinear interpolation for pressure, resulting in 20 unknowns per element. The finite element method was selected over other numerical approaches because of its accuracy, especially when dealing with complex geometries. The simulation results align well with benchmark data across various Reynolds numbers, confirming the method’s accuracy and reliability. These findings are valuable to the field of computational fluid dynamics (CFD), offering an effective way to simulate dam related fluid movement. More importantly, in the context of hydraulic engineering and disaster preparedness, the study provides critical insights into how dam failures evolve and how flood waters behave when released. This knowledge can inform smarter emergency planning, safer dam designs, and stronger public awareness for downstream communities, ultimately contributing to more resilient disaster risk reduction efforts.

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Publication Details

Journal
African Journal of Empirical Research
Published
2025-08-18
DOI
https://doi.org/10.51867/ajernet.6.3.46
Primary Topic
Fluid Dynamics Simulations and Interactions
Type
article
Field-Weighted Citation Impact
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article

Solutions of navier stokes equations for dam break problem in two dimension using finite element method

David Angwenyi, Duncan Oganga, Owen Mulinya Kizito
African Journal of Empirical Research
Fluid Dynamics Simulations and Interactions
article

Solutions of navier stokes equations for dam break problem in two dimension using finite element method

David Angwenyi, Duncan Oganga, Owen Mulinya Kizito
article en

Abstract

A dam break is one of the most catastrophic events in hydraulic systems it happens when a dam suddenly fails, unleashing massive amounts of water in an uncontrolled rush. Even though water covers most of the Earth, water scarcity continues to be a serious challenge, especially in regions that rely heavily on irrigation. In response, many governments have invested in large scale dam construction to support food security by irrigating over 600,000 hectares of dry and semi-arid land. While dams are essential for water storage and agricultural productivity, they also come with significant risks. The enormous potential energy they store can lead to devastating environmental and social consequences if a failure occurs. This study focuses on modeling and simulating dam break scenarios using the two-dimensional Navier-Stokes equations, widely recognized for describing fluid behavior, solved through the Galerkin finite element method in MATLAB. The simulation considers steady-state, incompressible Newtonian fluids without body forces and applies the classic lid-driven cavity problem for benchmarking. To achieve accurate results, the study uses eight-noded rectangular elements, with quadratic interpolation for velocity and bilinear interpolation for pressure, resulting in 20 unknowns per element. The finite element method was selected over other numerical approaches because of its accuracy, especially when dealing with complex geometries. The simulation results align well with benchmark data across various Reynolds numbers, confirming the method’s accuracy and reliability. These findings are valuable to the field of computational fluid dynamics (CFD), offering an effective way to simulate dam related fluid movement. More importantly, in the context of hydraulic engineering and disaster preparedness, the study provides critical insights into how dam failures evolve and how flood waters behave when released. This knowledge can inform smarter emergency planning, safer dam designs, and stronger public awareness for downstream communities, ultimately contributing to more resilient disaster risk reduction efforts.

African Journal of Empirical ResearchVol. 6(3)
Masinde Muliro University of Science and Technology (KE)
Openalex Percentile: Top 77%
Fluid Dynamics Simulations and Interactions
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