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A Finite Element Dam and Levee Break Model
This article presents the development and application of a Finite Elements based flow model for the simulation of dam and levee failure. The unstructured, implicit, finite element model relies on computed residuals to automatically adjust the time step size. The result is an efficient and accurate prediction of both the speed and depth of shock waves as the dam-break flow passes over initially dry and wet land.
A Finite Element Dam and Levee Break Model
This article presents the development and application of a Finite Elements based flow model for the simulation of dam and levee failure. The unstructured, implicit, finite element model relies on computed residuals to automatically adjust the time step size. The result is an efficient and accurate prediction of both the speed and depth of shock waves as the dam-break flow passes over initially dry and wet land.
A Finite Element Dam and Levee Break Model
Savant, Gaurav (Autor:in) / Berger, Charlie (Autor:in) / McAlpin, Tate O. (Autor:in) / Tate, Jennifer N. (Autor:in)
World Environmental and Water Resources Congress 2010 ; 2010 ; Providence, Rhode Island, United States
14.05.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
A Finite Element Dam and Levee Break Model
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