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https://hdl.handle.net/11681/25426
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DC Field | Value | Language |
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dc.contributor.author | McCartney, Bruce L. | - |
dc.contributor.author | Ahrens, John P. | - |
dc.date.accessioned | 2017-11-08T15:13:17Z | - |
dc.date.available | 2017-11-08T15:13:17Z | - |
dc.date.issued | 1976-12 | - |
dc.identifier.uri | http://hdl.handle.net/11681/25426 | - |
dc.description | Technical Paper | en_US |
dc.description.abstract | Abstract: This report describes the wave tank tests and field performance of a single layer of large armor stone used as a protective overlay on underdesigned riprap. The resistance of the overlay to wave attack was determined by small-scale model and prototype-scale wave tank tests at CERC. A stone overlay concept was successfully used to repair a damaged riprap revetment on Oahe Reservoir, South Dakota (App. A) . Design information and an example problem (App. B) are presented to demonstrate application of the overlay concept to 9oth revetment repair and original construction. | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | Coastal Engineering Research Center (U.S.) | en_US |
dc.relation.ispartofseries | Technical paper;no. 76-19 | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource. | - |
dc.subject | Boulders | en_US |
dc.subject | Ocean waves | en_US |
dc.subject | Shore protection | en_US |
dc.title | Overlay of large, placed quarrystone and boulders to increase riprap stability | en_US |
dc.type | Report | - |
Appears in Collections: | Technical Paper |
Files in This Item:
File | Description | Size | Format | |
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CERC Technical Paper No 76-19.pdf | 8.6 MB | Adobe PDF | ![]() View/Open |