Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/20332Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Sharp, Jeremy A. (Jeremy Allen), 1982- | - |
| dc.contributor.author | Heath, Ronald E. | - |
| dc.contributor.author | Park, Howard E. | - |
| dc.contributor.author | McAlpin, Tate O. | - |
| dc.date.accessioned | 2016-10-28T21:07:46Z | - |
| dc.date.available | 2016-10-28T21:07:46Z | - |
| dc.date.issued | 2016 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/20332 | - |
| dc.description.abstract | Purpose: This Coastal and Hydraulics Engineering Technical Note (CHETN) contains a description of the process used to generate a scale factor for a 1:30 physical model of the Burlington Northern Santa Fe Railway Company (BNSF) railway crossing on the Santa Ana River near Corona, CA. Data from the scale factor study provide an adjustment for applying documented scour behavior from round piers to a non-typical parallelogram tapered pier and proposed pier nose extension found at the BNSF Bridge. The scale factor establishes the worst-case scour depth for the current bridge configuration and the proposed pier nose extension. | - |
| dc.publisher | United States. Army. Corps of Engineers. | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.publisher | Coastal and Hydraulics Laboratory (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/search/asset/1050867 | - |
| dc.relation.ispartofseries | ERDC/CHL CHETN ; VII-15 | - |
| dc.subject | Scour at bridges | - |
| dc.subject | Railroad bridges--Foundations and piers | - |
| dc.subject | Railroad bridges--California | - |
| dc.title | Scale factor study for 1:30 local scour model | - |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| ERDC-CHL CHETN-VII-15.pdf | 608.89 kB | Adobe PDF |  View/Open |