Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/13139Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | United States. Army. Corps of Engineers. Walla Walla District | - |
| dc.contributor.author | Robinson, Deborah W. | - |
| dc.contributor.author | Copeland, Ronald R. | - |
| dc.date.accessioned | 2016-07-18T15:21:25Z | - |
| dc.date.available | 2016-07-18T15:21:25Z | - |
| dc.date.issued | 1986-05 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/13139 | - |
| dc.description | Technical Report | - |
| dc.description | Abstract: A 1 :10-scale hydraulic model simulated a 40- ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended. | - |
| 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/1033082 | - |
| dc.relation.ispartofseries | Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-86-2. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Channels | - |
| dc.subject | Hydraulic models | - |
| dc.subject | Mill Creek Channel | - |
| dc.subject | Walla Walla (Wash.) | - |
| dc.subject | Scour | - |
| dc.subject | Hydraulic structures | - |
| dc.subject | Structural stability | - |
| dc.title | Mill Creek Channel, Walla Walla, Washington : hydraulic model investigation | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Report | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| TR-HL-86-2.pdf | 6.31 MB | Adobe PDF |  View/Open |