Theory and Modern Applications
From: A mass-conserved domain decomposition method for the unsaturated soil flow water problem
t | h | π/10 | π/20 | π/30 | π/40 |
---|---|---|---|---|---|
0.01 | \(L^{2}\)-norm- | 5.6678E−2 | 1.3473E−2 | 5.9676E−3 | 3.3558E−3 |
order | – | 2.0726 | 2.0085 | 2.0010 | |
mass error | 6.7035E−15 | 4.1767E−15 | 5.6799E−18 | 1.5305E−15 | |
0.2 | \(L^{2}\)-norm- | 6.8241E−2 | 1.5387E−2 | 6.7852E−3 | 3.8226E−3 |
order | – | 2.1489 | 2.0194 | 1.9946 | |
mass error | 7.9878E−15 | 2.4906E−15 | 2.2245E−15 | 1.8313E−15 | |
0.5 | \(L^{2}\)-norm- | 5.4733E−2 | 1.3158E−2 | 5.8475E−3 | 3.3109E−3 |
order | – | 2.0565 | 2.0002 | 1.9772 | |
mass error | 8.4530E−15 | 9.1308E−15 | 4.9728E−15 | 1.7777E−15 |