Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/10640
Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Copeland, Ronald R. | - |
dc.date.accessioned | 2016-06-20T14:04:35Z | - |
dc.date.available | 2016-06-20T14:04:35Z | - |
dc.date.issued | 1983-01 | - |
dc.identifier.uri | http://hdl.handle.net/11681/10640 | - |
dc.description | Miscellaneous Paper | - |
dc.description | Abstract: A hydraulic model investigation was conducted to evaluate and demonstrate the effects of impermeable spur dikes as a bank protection technique in a concave bend. The tests were conducted to observe channel bed and bank response in a stream with noncohesive banks where suspended load is insignificant. Several parameters relative to spur dike design that were evaluated included: the length to spacing ratio, the orientation angle, and the effect of an apron or mattress of protection at the toe of the dike. | - |
dc.publisher | 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/1034601 | - |
dc.relation.ispartofseries | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; HL-83-1. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Bank protection | - |
dc.subject | Bank stability | - |
dc.subject | Scour | - |
dc.subject | Local scour | - |
dc.subject | Protective aprons | - |
dc.subject | Spur dikes | - |
dc.subject | Hydraulic structures | - |
dc.subject | Hydraulic models | - |
dc.title | Bank protection techniques using spur dikes | - |
dc.type | Report | en_US |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-HL-83-1.pdf | 5.31 MB | Adobe PDF | View/Open |