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https://hdl.handle.net/11681/8403
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DC Field | Value | Language |
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dc.contributor | Naval Civil Engineering Laboratory (Port Hueneme, Calif.) | - |
dc.contributor.author | DeWall, Allan E. | - |
dc.contributor.author | Christenson, Julie A. | - |
dc.date.accessioned | 2016-06-17T19:58:17Z | - |
dc.date.available | 2016-06-17T19:58:17Z | - |
dc.date.issued | 1984-03 | - |
dc.identifier.uri | http://hdl.handle.net/11681/8403 | - |
dc.description | Miscellaneous paper | - |
dc.description | Abstract: This report summarizes the results of an office study of the magnitude of short-term (less than two years) beach profile changes at several locations along the U. S. East Coast, Gulf Coast, West Coast, and Lake Michigan Coast. Typical maximum sand- level change values ranged from 4 to 8 feet. A maximum short-term sand-level change was slightly less than 15 feet. A brief field experiment at a pile-supported pier documented scour that was approximately 10 feet below the original sea bed. | - |
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/1042253 | - |
dc.relation.ispartofseries | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; CERC-84-4. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource. | - |
dc.subject | Bathymetric survey | - |
dc.subject | Beach profile | - |
dc.subject | Leadline soundings | - |
dc.subject | Littoral Environment Observation (LEO) | - |
dc.subject | Maximum scour | - |
dc.subject | Nearshore profile survey | - |
dc.subject | Pile-supported pier | - |
dc.subject | Profile envelope | - |
dc.title | Guidelines for predicting maximum nearshore sand level changes on unobstructed beaches | - |
dc.type | Report | en_US |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-CERC-84-4.pdf | 5.75 MB | Adobe PDF | View/Open |