Advances in Continuous and Discrete Models

Theory and Modern Applications

Table 8 \(c=\frac{1}{40}\) \(t=1\)

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	0.2509		1.5154
1/4	1/8	0.0651	1.9464	0.7737	0.9699
1/8	1/32	0.0138	2.2380	1.3764	1.0395
1/16	1/128	0.0099	0.4792	0.2169	0.7952

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