Tidal Hydrodynamics in the Lower Columbia River Estuary through Depth Averaged Adaptive Hydraulics Modeling

Table 2

Statistical analysis for observation stations.

	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