Theory and Modern Applications
From: A mass-conserved domain decomposition method for the unsaturated soil flow water problem
t | Δt | 1/250 | 1/1000 | 1/2000 | 1/4000 |
---|---|---|---|---|---|
0.1 | \(L^{2}\)-norm- | 1.0671E−3 | 2.5095E−4 | 1.2075E−4 | 6.3302E−5 |
order | – | 1.0441 | 1.0554 | 0.9317 | |
mass error | 1.2228E−15 | 2.6583E−16 | 1.3142E−16 | 1.8414E−15 | |
0.2 | \(L^{2}\)-norm- | 1.4099E−3 | 3.7218E−4 | 1.7956E−4 | 9.7289E−5 |
order | – | 0.9608 | 1.0515 | 0.8841 | |
mass error | 5.4347E−16 | 1.3609E−15 | 1.2970E−15 | 2.1003E−16 | |
0.5 | \(L^{2}\)-norm- | 1.5520E−3 | 4.5392E−4 | 2.1815E−4 | 1.2226E−4 |
order | – | 0.8868 | 1.0571 | 0.8354 | |
mass error | 1.4268E−15 | 3.9946E−15 | 2.2446E−16 | 1.0600E−15 |