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/40 | π/60 |
---|---|---|---|---|---|
t = 0.01 | \(L^{2}\)-norm- | 7.2729E−4 | 1.8295E−4 | 4.5442E−5 | 1.9918E−5 |
order | – | 1.9911 | 2.0094 | 2.0342 | |
mass error | 5.9008E−15 | 1.9856E−15 | 1.8239E−16 | 3.7283E−16 | |
t = 0.02 | \(L^{2}\)-norm- | 1.3843E−3 | 3.4802E−4 | 8.6450E−5 | 3.7907E−5 |
order | – | 1.9919 | 2.0092 | 2.0333 | |
mass error | 1.5327E−14 | 3.6242E−15 | 1.4922E−15 | 4.8240E−16 | |
t = 0.05 | \(L^{2}\)-norm- | 3.0027E−3 | 7.5398E−4 | 1.8734E−4 | 8.2224E−5 |
order | – | 1.9937 | 2.0089 | 2.0309 | |
mass error | 2.0386E−14 | 2.5691E−15 | 1.7195E−15 | 1.8908E−17 |