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MIXED FINITE ELEMENT METHODS FOR THE SHALLOW WATER EQUATIONS INCLUDING CURRENT AND SILT SEDIMENTATION (Ⅱ)——THE DISCRETE-TIME CASE ALONG CHARACTERISTICS 被引量:1

MIXED FINITE ELEMENT METHODS FOR THE SHALLOW WATER EQUATIONS INCLUDING CURRENT AND SILT SEDIMENTATION (Ⅱ)——THE DISCRETE-TIME CASE ALONG CHARACTERISTICS
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摘要 The mixed finite element(MFE) methods for a shallow water equation system consisting of water dynamics equations,silt transport equation,and the equation of bottom topography change were derived.A fully discrete MFE scheme for the discrete_time along characteristics is presented and error estimates are established.The existence and convergence of MFE solution of the discrete current velocity,elevation of the bottom topography,thickness of fluid column,and mass rate of sediment is demonstrated. The mixed finite element(MFE) methods for a shallow water equation system consisting of water dynamics equations,silt transport equation,and the equation of bottom topography change were derived.A fully discrete MFE scheme for the discrete_time along characteristics is presented and error estimates are established.The existence and convergence of MFE solution of the discrete current velocity,elevation of the bottom topography,thickness of fluid column,and mass rate of sediment is demonstrated.
出处 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第2期186-201,共16页 应用数学和力学(英文版)
基金 theNationalNaturalScienceFoundationofChina ( 1 0 0 71 0 52 497762 83 ) the"PlanofHundredTalents"ofChineseAcademyofSciences theNationalNaturalScienceFoundationofChinaforOutstandingYoungScientists ( 40 2 2 50 1 5) theBeijingExcellentTalentSpecia
关键词 mixed finite element method shallow water equation error estimate current and silt sedimentation characteristics method mixed finite element method shallow water equation error estimate current and silt sedimentation characteristics method
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  • 1Bermúdez A Rodriguez C Vilar M A.Solving shallow water equations by a mixed implicit finite element method[J].IMA J Numer Anal,1991,11(1):79-97.

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