Theory and Modern Applications
From: A mass-conserved domain decomposition method for the unsaturated soil flow water problem
t | Δt | 1/250 | 1/1000 | 1/4000 | 1/16000 |
---|---|---|---|---|---|
0.01 | \(L^{2}\)-norm- | 6.0696E−3 | 7.0985E−5 | 1.7420E−5 | 4.3418E−6 |
order | – | 3.2090 | 1.0134 | 1.0022 | |
mass error | 2.3822E−16 | 7.5664E−17 | 6.3878E−17 | 2.4554E−16 | |
0.02 | \(L^{2}\)-norm- | 5.2884E−4 | 1.3012E−4 | 3.2490E−5 | 8.1346E−6 |
order | – | 1.0115 | 1.0009 | 0.9989 | |
mass error | 2.4307E−16 | 3.8470E−16 | 6.4907E−17 | 5.0431E−16 | |
0.05 | \(L^{2}\)-norm- | 5.4237E−3 | 2.7173E−4 | 6.8298E−5 | 1.7125E−5 |
order | – | 2.1595 | 0.9961 | 0.9979 | |
mass error | 4.2901E−16 | 4.4524E−16 | 1.0077E−16 | 1.5782E−15 |