Research Article

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

Table 1

Harmonic constituent analysis.

Station
Harmonic constituent amplitude, meters
ā€‰MSFO1K1M2S2M4S4

Astoria
Model0.080.250.390.940.250.040
Field00.280.420.920.250.010

Skamokawa
Model0.110.20.330.860.210.090
Field0.090.220.350.820.220.050.01

Wauna
Model0.120.180.30.790.190.10
Field0.10.20.320.780.210.060

Quincy
Model0.10.0100.11000
Field0.10.0100.08000

Longview
Model0.140.10.180.440.110.10
Field0.140.110.20.480.120.10

St. Helens
Model0.140.080.140.30.080.060
Field0.160.090.170.330.080.060

Vancouver
Model0.140.090.130.250.070.050
Field0.170.090.160.30.080.050

Bonneville
Model0.050.040.010.010.0100
Field0.060.030000.010

Portland
Model0.130.0200.05000
Field0.120.0200.05000