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Journal of Engineering
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2014
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Article
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Fig 9
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Research Article
Tidal Hydrodynamics in the Lower Columbia River Estuary through Depth Averaged Adaptive Hydraulics Modeling
Figure 9
Amplitudes (a) M2, (b) K1, (c) S2, and (d) O1 (hatch is model, solid is field).
(a)
(b)
(c)
(d)