New Boundary Treatment in the Finite Element Model Using the Shallow Water Equation

Tae Hwa Jung

doi:10.4028/www.scientific.net/AMR.446-449.2694

Paper Titles

New Construction Technique of Soft Soil Foundation Consolidated by Plastic Drainage Slab
p.2673

Damage Analysis of Freeze-Thaw Processes in Hydraulic Structure Concrete
p.2681

Arch Dam and Rock Base Cracking Processer Analysis
p.2685

Optimal Design Analysis and Research of Technical Parameters of Four-Side and Six-Edge Permeable Frame Group Used for River Control and Bank Protection Engineering
p.2689

New Boundary Treatment in the Finite Element Model Using the Shallow Water Equation
p.2694

An Analysis of Two-Dimensional Steady Seepage Flow of Earth Dam Based on FEM
p.2699

City Optimal Allocation of Water Resources Research Based on Sustainable Development
p.2703

Research on Mechanism of Architectural Wastes Solidified by Alkali-Activated Cement and Fly Ash
p.2708

Progressive Slide Analysis of Arch Dam Abutment
p.2714

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449New Boundary Treatment in the Finite Element Model...

New Boundary Treatment in the Finite Element Model Using the Shallow Water Equation

Abstract:

Effective numerical technique for treatment of inclined boundary in the finite element method was introduced. Finite element method was frequently used to analyze hydraulic phenomena in the coastal zone because it can be applied to irregular and complex geometry. In this study, we introduced the way to treat the boundary condition over an inclined bottom.