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Please use this identifier to cite or link to this item: http://192.168.1.231:8080/dulieusoDIGITAL_123456789/5526
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dc.contributor.authorLuong Tuan Anh-
dc.date.accessioned2020-06-25T10:14:51Z-
dc.date.available2020-06-25T10:14:51Z-
dc.date.issued2020-
dc.identifier.urihttp://192.168.1.231:8080/dulieusoDIGITAL_123456789/5526-
dc.description.abstractThis paper analyzes the stability of linear, lumped, quadratic, and cubic spatial interpolation functions in finite element one‐dimensional kinematic wave schemes for simulation of rainfall‐runoff processes. Galerkin’s residual method transforms the kinematic wave partial differential equations into a system of ordinary differential equations. The stability of this system is analyzed using the definition of the norm of vectors and matrices. The stability index, or singularity of the system, is computed by the Singular Value Decomposition algorithm. The oscillation of the solution of the finite element one‐dimensional kinematic wave schemes results both from the sources, and from the multiplication operator of oscillation. The results of computation experiment and analysis show the advantage and disadvantage of different types of spatial interpolation unctions when FEM is applied for rainfall‐ runoff modeling by kinematic wave equations.en_US
dc.publisherĐại học Quốc gia Hà Nộien_US
dc.titleStability of spatial interpolation functions in finite element one‐dimensional kinematic wave rainfall‐runoff modelsen_US
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