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 |
---|---|---|---|---|---|
0.1 | \(L^{2}\)-norm- | 2.7344E−3 | 6.8471E−4 | 3.0517E−4 | 1.7291E−4 |
order | – | 1.9977 | 1.9931 | 1.9747 | |
mass error | 5.6209E−15 | 3.0334E−15 | 4.1574E−16 | 1.100E−15 | |
0.2 | \(L^{2}\)-norm- | 3.5663E−3 | 8.9895E−4 | 4.0760E−4 | 2.3666E−4 |
order | – | 1.9881 | 1.9507 | 1.8898 | |
mass error | 4.4101E−15 | 6.2306E−15 | 3.7128E−16 | 2.9389E−15 | |
0.5 | \(L^{2}\)-norm- | 3.7909E−3 | 9.7838E−4 | 4.5906E−4 | 2.7762E−4 |
order | – | 1.9541 | 1.8663 | 1.7482 | |
mass error | 4.3134E−15 | 4.8924E−15 | 7.4806E−16 | 6.0204E−15 |