Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2039Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Copeland, Ronald R. | - |
| dc.contributor.author | Biedenharn, David S. | - |
| dc.contributor.author | Fischenich, J. Craig, 1962- | - |
| dc.date.accessioned | 2016-03-11T17:57:00Z | - |
| dc.date.available | 2016-03-11T17:57:00Z | - |
| dc.date.issued | 2000-12 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/2039 | - |
| dc.description | Technical note | - |
| dc.description | PURPOSE: The purpose of this Technical Note is to provide guidance and cautions to be used in approximating channel-forming discharge with bankfull, specified recurrence interval, and effective discharge methodologies. There are limitations for each of these three methods that the user must recognize. | - |
| 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/1000462 | - |
| dc.relation.ispartofseries | Technical note (Coastal and Hydraulics Engineering (U.S.)) ; VIII-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 | Alluvial | - |
| dc.subject | Channel | - |
| dc.subject | Discharge | - |
| dc.subject | Hydraulic geometry | - |
| dc.subject | Rivers | - |
| dc.subject | Storms | - |
| dc.subject | Streams | - |
| dc.subject | Vegetation | - |
| dc.title | Channel-forming discharge | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CHETN-VIII-5.pdf | 1.36 MB | Adobe PDF |  View/Open |