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https://hdl.handle.net/11681/2839Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Seelig, William N. | - |
| dc.date.accessioned | 2016-03-15T14:27:46Z | - |
| dc.date.available | 2016-03-15T14:27:46Z | - |
| dc.date.issued | 1980-02 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/2839 | - |
| dc.description | Technical Aid | - |
| dc.description | Abstract: The nearshore irregular wave deformation model of Goda (1975) is used to develop prediction curves for the magnitude and location of peak wave heights in the surf zone as a function of profile slope and offshore wave steepness. An example that demonstrates the use of these curves is presented. | - |
| dc.publisher | Coastal Engineering Research Center (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1007242 | - |
| dc.relation.ispartofseries | Coastal engineering technical aid ; no. 80-1. | - |
| dc.rights | Approved for Public Release, Distribution is Unlimited | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Design Curves | - |
| dc.subject | Irregular Waves | - |
| dc.subject | Wave Heights | - |
| dc.subject | Waves | - |
| dc.title | Maximum wave heights and critical water depths for irregular waves in the surf zone | - |
| dc.type | Report | en_US |
| Appears in Collections: | Coastal Engineering Technical Aid | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CETA-80-1.pdf | 3.89 MB | Adobe PDF |  View/Open |