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https://hdl.handle.net/11681/13419| Title: | Design for optimum wave conditions, Crescent City Harbor, Crescent City, California. Appendix A, Results of supplemental tests : hydraulic model investigation |
| Authors: | United States. Army. Corps of Engineers. San Francisco District Senter, Paul K. |
| Keywords: | Breakwaters Harbors Crescent City Crescent City Harbor California Hydraulic models Water wave experiments Design |
| Publisher: | Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | Technical report (U.S. Army Engineer Waterways Experiment Station) ; H-68-6 app.A. |
| Description: | Technical Report Abstract: Additional tests were conducted in an existing hydraulic model of Crescent City Harbor to determine the optimum length and location of a breakwater system for providing sufficient protection for an expansion to the small-craft harbor capacity. It was concluded that of the several plans tested a breakwater beginning at the +7.5 contour about 900 ft east of Elk Creek and extending southerly into the harbor for approximately 1050 ft, then angling southeasterly and continuing for an additional 900 ft, in conjunction with a northwesterly extension to the existing inner breakwater of 400 ft, would provide the best protection for the problem area. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/13419 |
| Appears in Collections: | Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| TR-H-68-6-Appendix-A.pdf | 2.47 MB | Adobe PDF |  View/Open |