TY - JOUR
T1 - Element Free Galerkin (EFG) Formulation in Solving Kinematic Wave Equation for Hydrological Modelling
AU - Singh, Amrit
AU - Hirol, Halinawati
AU - Abidin, Ahmad Razin Zainal
AU - Noor, Mohd Akbar Mohd
AU - Mokhtaram, Mokhtazul Haizad
AU - Mohd Yassin, Airil Yasreen
N1 - Funding Information:
The discussion in this paper details the solving of Saint Venant kinematic wave equation using EFG formulation. The effectiveness of the EFG formulation is tested against various benchmark problems. To gauge the performance of EFG method its optimum shape parameter values are determined by optimising via a numerical test. Using the optimum shape values found, EFG formulation is found to perform better than FDM and on par with FEM in a convergence study. Therefore, EFG shows potential as a numerical method which could be used for hydrological modelling with its benefits of not needing a mesh to be formed and its assembly process. Funding information The authors would like to thank the Ministry of Higher Education of Malaysia for the financial funding of this project under R.J130000.7851.5F122, the Research Management Centre (RMC) of Universiti Teknologi Malaysia, Ikohza SEIR Malaysia Japanese International Institute of Technology UTM, UTM for their support for the research management
Publisher Copyright:
© 2024, Semarak Ilmu Publishing. All rights reserved.
PY - 2024/7
Y1 - 2024/7
N2 - Meshfree methods such as Element Free Galerkin Method (EFG) are the cutting edge of numerical methods as it does not require user to perform meshing which often is time consuming and tedious. The method being "meshfree" for the user can theoretically generate more accurate models which follow more complex boundary conditions such as natural rivers etc. The time saving and potential of higher accuracy in modelling makes EFG formulation an interesting research topic. EFG formulation is used to solve kinematic wave equations which is detailed in this paper. Galerkin weighted residual method using EFG’s shape function parameters is used to discretize the partial differential equation (PDE) of kinematic wave equations. To discretize the equations, a forward difference scheme is used for temporal discretization and Picard direct substitution method is employed to solve the nonlinear system at each time step. The formulations are validated by making a comparison between well-established numerical techniques against actual recorded datasets. After which it is found that EFG method agrees with conventional established techniques, thus validating the formulations as useful. To further investigate the usefulness of this formulation, an optimal performance study was also conducted to determine the most optimal shape function parameters. The optimal shape function values improved the performance to where it was found that established methods such as FDM were surpassed and on par with FEM. This shows that EFG is a good alternative for hydrological modelling.
AB - Meshfree methods such as Element Free Galerkin Method (EFG) are the cutting edge of numerical methods as it does not require user to perform meshing which often is time consuming and tedious. The method being "meshfree" for the user can theoretically generate more accurate models which follow more complex boundary conditions such as natural rivers etc. The time saving and potential of higher accuracy in modelling makes EFG formulation an interesting research topic. EFG formulation is used to solve kinematic wave equations which is detailed in this paper. Galerkin weighted residual method using EFG’s shape function parameters is used to discretize the partial differential equation (PDE) of kinematic wave equations. To discretize the equations, a forward difference scheme is used for temporal discretization and Picard direct substitution method is employed to solve the nonlinear system at each time step. The formulations are validated by making a comparison between well-established numerical techniques against actual recorded datasets. After which it is found that EFG method agrees with conventional established techniques, thus validating the formulations as useful. To further investigate the usefulness of this formulation, an optimal performance study was also conducted to determine the most optimal shape function parameters. The optimal shape function values improved the performance to where it was found that established methods such as FDM were surpassed and on par with FEM. This shows that EFG is a good alternative for hydrological modelling.
KW - element free galerkin
KW - flood routing
KW - hydrological modelling
KW - kinematic wave model
KW - MeshFree method
KW - meshless method
KW - saint venant
UR - http://www.scopus.com/inward/record.url?scp=85183852657&partnerID=8YFLogxK
U2 - 10.37934/araset.37.2.113
DO - 10.37934/araset.37.2.113
M3 - Article
AN - SCOPUS:85183852657
SN - 2462-1943
VL - 37
SP - 1
EP - 13
JO - Journal of Advanced Research in Applied Sciences and Engineering Technology
JF - Journal of Advanced Research in Applied Sciences and Engineering Technology
IS - 2
ER -