Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/22178
Title: | Calculation of Wave Attenuation Due to Friction and Shoaling : an Evaluation |
Authors: | Grosskopf, William G. Coastal Engineering Research Center (U.S.) |
Keywords: | Banks (Oceanography) Water waves |
Publisher: | Coastal Engineering Research Center (U.S.) |
Series/Report no.: | Technical Paper (Coastal Engineering Research Center (U.S.));no. 80-8 |
Abstract: | An evaluation of the Bretschneider and Reid (1954) technique for calculating wave attenuation due to friction and shoaling is presented. Data used in this evaluation were collected at CT.RC' s Field Research Facility (FRF), Duck, North Carolina. The results, using Kamphuis' (1975) friction factor diagram, show slightly underpredicted wave heights with an average deviation of 6 percent. Poor correlation with observed wave heights is illustrated when hot tom contours are not straight and parallel, indicating the presence of other mechanisms. |
Description: | Technical Paper |
Gov't Doc #: | Technical Paper No. 80-8 |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/22178 |
Size: | 20 pages / 1.168Mb |
Types of Materials: | PDF/A |
Appears in Collections: | Technical Paper |
Files in This Item:
File | Description | Size | Format | |
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Technical Paper No 80-8.pdf | 1.2 MB | Adobe PDF | ![]() View/Open |