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Advances in Continuous and Discrete Models

Theory and Modern Applications

Table 4 \(c=2\) \(t=1\)

From: Discontinuous finite volume element method of two-dimensional unsaturated soil water movement problem

Δt

h

\(L^{2}\) error

\(L^{2}\) error order

\(H^{1}\) error

\(H^{1}\) error order

1/2

1/2

0.2156

 

1.5263

 

1/4

1/8

0.0561

1.9423

0.7822

0.9644

1/8

1/32

0.0138

2.0233

0.3983

0.9737

1/16

1/128

0.0781

 

0.7738

 
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