Research Article
Asymptotic Solution for a Water Quality Model in a Uniform Stream
Table 1
Comparison of
via OHAM and numerical method.
| | RKF45 | OHAM |
| 0.0 | 1.2500 | 1.2500 | 0.1 | 1.2031 | 1.2031 | 0.2 | 1.1580 | 1.1580 | 0.3 | 1.1147 | 1.1146 | 0.4 | 1.0731 | 1.0731 | 0.5 | 1.0333 | 1.0332 | 0.6 | 0.9952 | 0.9951 | 0.7 | 0.9588 | 0.9588 | 0.8 | 0.9242 | 0.9242 | 0.9 | 0.8914 | 0.8913 | 1.0 | 0.8604 | 0.8602 | 1.1 | 0.8313 | 0.8310 | 1.2 | 0.8042 | 0.8037 | 1.3 | 0.7792 | 0.7784 | 1.4 | 0.7564 | 0.7553 | 1.5 | 0.7362 | 0.7347 | 1.6 | 0.7187 | 0.7167 | 1.7 | 0.7042 | 0.7016 | 1.8 | 0.6832 | 0.6899 | 1.9 | 0.6862 | 0.6821 |
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