Theory and Modern Applications
From: A mass-conserved domain decomposition method for the unsaturated soil flow water problem
t | Δt | 1/100 | 1/200 | 1/500 | 1/1000 |
---|---|---|---|---|---|
0.1 | \(L^{2}\)-norm- | 8.9592E−3 | 2.1893E−3 | 5.3842E−4 | 2.5095E−4 |
mass error | 4.0854E−15 | 1.7581E−15 | 2.1940E−15 | 2.6583E−16 | |
0.2 | \(L^{2}\)-norm- | 8.0124E−3 | 2.1446E−3 | 7.0027E−4 | 3.7218E−4 |
mass error | 6.2661E−15 | 2.3825E−15 | 1.6151E−15 | 1.3609E−15 | |
0.5 | \(L^{2}\)-norm- | 4.9804E−3 | 1.2775E−3 | 7.4550E−4 | 4.5391E−2 |
mass error | 3.0825E−15 | 4.4886E−15 | 6.4891E−17 | 3.9946E−15 |