Fourier stability analysis of two-dimensional finite element schemes for shallow water equations

2011 ◽  
Vol 25 (2) ◽  
pp. 75-94 ◽  
Author(s):  
Jagadeesh Anmala ◽  
Rabi H. Mohtar
2000 ◽  
Vol 23 (4) ◽  
pp. 359-372 ◽  
Author(s):  
Mourad Heniche ◽  
Yves Secretan ◽  
Paul Boudreau ◽  
Michel Leclerc

2021 ◽  
Author(s):  
Jagadeesh Anmala ◽  
Rabi H Mohtar

Abstract The upper and lower bounds of amplification factors of lumped finite element schemes are compared with nodal (integer or half-integer multiple of) eigen-value solutions of consistent finite element scheme at element and node levels of error analysis. The closeness or proximity between bounds on solutions of amplification factors and eigen-solutions reveals that the two methods, consistent and lumped finite element schemes are equivalent. The element error solutions of lumped mass matrix assumption and consistent nodal solution denotes the element-node error equivalence and the nodal solutions of all of the finite element schemes denote the node-node error equivalence for square finite elements in kinematic wave shallow water equations. The comparison plots of lumped and consistent finite element schemes are presented in this paper for illustration.


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