Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/1924Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Melby, Jeffrey A. | - |
| dc.date.accessioned | 2016-03-11T00:00:10Z | - |
| dc.date.available | 2016-03-11T00:00:10Z | - |
| dc.date.issued | 2005-12 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/1924 | - |
| dc.description | Technical note | - |
| dc.description | PURPOSE: This Coastal and Hydraulics Engineering Technical Note (CHETN) provides a method to calculate damage progression on a rubble-mound breakwater, revetment, or jetty trunk armor layer. The methods apply to uniform-sized armor stone (0.75W50 ≤ W50 ≤ 1.25W50, W50 = median weight of armor stone) as well as riprap (0.125W50 ≤ W50 ≤ 4W50) exposed to depth-limited wave conditions. | - |
| dc.publisher | Coastal and Hydraulics Laboratory (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000371 | - |
| dc.relation.ispartofseries | Technical note (Coastal and Hydraulics Engineering (U.S.)) ; III-64. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource. | - |
| dc.subject | Armor stone | - |
| dc.subject | Breakwater | - |
| dc.subject | Damage | - |
| dc.subject | Jetty | - |
| dc.subject | Revetment | - |
| dc.subject | Shore protection | - |
| dc.title | Damage development on stone-armored breakwaters and revetments | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CHETN-III-64.pdf | 347.76 kB | Adobe PDF |  View/Open |