Research Article
Tidal Hydrodynamics in the Lower Columbia River Estuary through Depth Averaged Adaptive Hydraulics Modeling
Table 2
Statistical analysis for observation stations.
| ā | Astoria | Skamokawa | Wauna | Quincy | Longview | Saint Helens | Vancouver |
Bonneville L and D | Portland |
| R.M.S.E | 0.18 | 0.29 | 0.25 | 0.21 | 0.08 | 0.08 | 0.16 | 0.18 | 0.14 | Nash-Sutcliff | 0.95 | 0.84 | 0.86 | 0.87 | 0.97 | 0.98 | 0.86 | 0.91 | 0.87 | Willmott | 0.99 | 0.96 | 0.96 | 0.97 | 0.99 | 0.99 | 0.96 | 0.98 | 0.96 | Correlation | 0.98 | 0.92 | 0.93 | 0.93 | 0.99 | 0.98 | 0.93 | 0.97 | 0.93 | Mean (field) | 1.21 | 1.44 | 1.56 | 1.8 | 2.07 | 2.36 | 2.6 | 5.08 | 2.63 | Mean (model) | 1.19 | 1.43 | 1.56 | 1.8 | 2.07 | 2.36 | 2.6 | 5.08 | 2.63 |
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