2017
DOI: 10.1007/s40430-017-0776-y
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Two-dimensional numerical modeling of dam-break flow using a new TVD finite-element scheme

Abstract: Flux vectors' matrix h Water depth h e Element size h L Water depth in the upstream channel h R Water depth in the downstream channel h i Numerical depth results in each node i Node number K Stiffness matrix L Length of the computational domain M Mass matrix n Manning's roughness coefficient S Topographical and frictional source terms S bx Depth gradients in the x-directions S by Depth gradients in the y-directions S fx Friction slopes along x-directions S fy Friction slopes along y-directions s Bore speed t T… Show more

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Cited by 21 publications
(6 citation statements)
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“…7 . The mathematical expressions for the water level and the velocity of the parametrized Stoker’s analytical solution fields are given as follows [ 43 , 44 ]: where x denotes the axial position, , and , and where denotes the selected solution of .
Fig.
…”
Section: Resultsmentioning
confidence: 99%
“…7 . The mathematical expressions for the water level and the velocity of the parametrized Stoker’s analytical solution fields are given as follows [ 43 , 44 ]: where x denotes the axial position, , and , and where denotes the selected solution of .
Fig.
…”
Section: Resultsmentioning
confidence: 99%
“…7. The mathematical expressions for the water level and the velocity of the parametrized Stoker's analytical solution fields are given as follows [41,42]:…”
Section: One Dimensional Dam Break Test Casementioning
confidence: 99%
“…The dynamic is initiated by unequal water levels of both the upstream and downstream sides is given as follows [37,38]:…”
Section: One Dimensional Dam Break Test Casementioning
confidence: 99%