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https://hdl.handle.net/11681/7468| Title: | Study of navigation channel feasibility, Willapa Bay, Washington |
| Authors: | Evans-Hamilton, Inc. Pacific International Engineering Kraus, Nicholas C. Abbott, Charles E. (Charles Edward), 1939- Arden, Hiram T. Bermudez, Hugo Bratos, Steven M. Brown, Mitchell E. Ebersole, Bruce A. Fenical, Scott Fitzgerald, Ken, 1955- Giles, Suzanne L. (Suzanne Lynn) Hands, Edward B. Kurrus, Keith Militello, Adele. Phillips, Shane Michael Scheffner, Norman W. Seabergh, William C. Shepsis, Vladimir Smith, Jane McKee. Titus, Carol |
| Keywords: | Cape Shoalwater Currents Dredging Field measurement Geomorphology Navigation Navigation channel Sediment Transport Washington Waves Willapa Bay |
| Publisher: | Coastal and Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | ERDC/CHL TR ; 00-6. |
| Description: | Technical report The navigation channel reliability monitoring and evaluation study for Willapa Bay, Washington described in this report was performed by the U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory for the U.S. Army Engineer District, Seattle (NWS). The study was established under a Partnering Agreement between the NWS and the Willapa Port Commission for determining the feasibility of maintaining a reliable navigation channel through the Willapa Bay entrance. Willapa Bay is a large estuarine system located on the southern end of the Washington coast. Its spring or diurnal range tidal prism is one of the largest of all inlets on the coast of the continental United States. The shifting channels at the entrance to Willapa Bay make navigation unreliable, and the local port cannot maintain or attract commercial users. Local interests obtained Congressional support to determine if an economical deep-draft channel can be established through the entrance bar. An economical channel implies a route that can be traversed safely under typical waves and tidal currents. The study was conducted in a multi-disciplinary approach involving engineering analysis, field measurements, geomorphologic analysis, and numerical modeling of waves, currents, and sediment transport in evaluation of alternative channel designs. These topics are covered in the main text of the report, with additional details and data compilations contained in appendices. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/7468 |
| Appears in Collections: | Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CHL-TR-00-6.pdf | 51.48 MB | Adobe PDF |  View/Open |