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Update from Larry Karpack 9/12/2016 Topographic and bathymetric data collection was completed. The topographic and bathymetric surfaces were then merged into a composite surface which will form the basis for the hydraulic modeling. A HEC-RAS 2-dimensional hydraulic model was developed for the study reach (RM 2 to RM 13) including hydrologic inputs of upstream inflows and downstream tidal conditions. The baseline hydraulic model will be used to evaluate conditions along Wishkah Road.
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