Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2862
Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Lesnik, John R. | - |
dc.date.accessioned | 2016-03-15T14:27:51Z | - |
dc.date.available | 2016-03-15T14:27:51Z | - |
dc.date.issued | 1977-09 | - |
dc.identifier.uri | http://hdl.handle.net/11681/2862 | - |
dc.description | Technical Aid | - |
dc.description | Abstract: This report combines the material previously presented in Sections 2.62 and 3.85 of the Shore Protection Manual. Computation of wave setup on beaches as steep as 1 on 10 (m=0.01) can be easily determined by graphical means when incident wave conditions are defined. Practical applications are discussed and two example problems are provided. | - |
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/1007206 | - |
dc.relation.ispartofseries | Coastal engineering technical aid ; no. 77-5. | - |
dc.rights | Approved for Public Release, Distribution is Unlimited | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Coastal engineering | - |
dc.subject | Coastal structures | - |
dc.subject | Waves | - |
dc.subject | Wave setup | - |
dc.subject | Sloping beaches | - |
dc.title | Wave setup on a sloping beach | - |
dc.type | Report | en_US |
Appears in Collections: | Coastal Engineering Technical Aid |
Files in This Item:
File | Description | Size | Format | |
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CETA-77-5.pdf | 6.46 MB | Adobe PDF | ![]() View/Open |