Theory and Modern Applications
From: Unconditional stable numerical techniques for a water-quality model in a non-uniform flow stream
Δ x | Δ t | C (0.5, t ) | \(\boldsymbol{\widetilde{C}(0.5,t)}\) | \(\boldsymbol{\operatorname{error}(T_{\mathrm{mxe}})} \) | \(\boldsymbol{T_{\mathrm{mxe}}}\) |
---|---|---|---|---|---|
0.0500 | 0.002500 | 0.9105 | 1.0961 | 0.1856 | 2.2775 |
0.0500 | 0.001250 | 0.9095 | 1.0889 | 0.1794 | 2.2738 |
0.0500 | 0.000625 | 0.9090 | 1.0654 | 0.1764 | 2.2719 |
0.0125 | 0.000625 | 0.5366 | 0.1289 | 0.4076 | 1.9513 |
0.0250 | 0.000625 | 0.0678 | 0.2856 | 0.2178 | 1.6856 |
0.1000 | 0.000625 | 0.9908 | 1.1121 | 0.1213 | 2.5000 |