Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/10632Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Murphy, Thomas E. | - |
| dc.date.accessioned | 2016-06-20T14:04:32Z | - |
| dc.date.available | 2016-06-20T14:04:32Z | - |
| dc.date.issued | 1979-10 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/10632 | - |
| dc.description | Miscellaneous Paper | - |
| dc.description | Abstract: Low and intermediate flows in a stilling basin for a single conduit outlet may form an eddy in the basin. This eddy may entrap rocks and debris and result in abrasion and impact damage to the basin. This problem occurs where the invert of the conduit outlet portal is "low" with respect to tailwater. The invert of the outlet portal of a conduit is "low" with respect to tailwater, and eddy problems can be expected, if for any operating discharge the d₂ curve intersects the tailwater for that discharge in the transition between the conduit and the stilling basin proper at a section where the slope of the apron is flatter than 1V on 6H. | - |
| 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/1034620 | - |
| dc.relation.ispartofseries | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; HL-79-8. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Outlet works | - |
| dc.subject | Stilling basins | - |
| dc.subject | Hydraulic structures | - |
| dc.title | Stilling basins for outlet works | - |
| dc.type | Report | en_US |
| Appears in Collections: | Miscellaneous Paper | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MP-HL-79-8.pdf | 1.97 MB | Adobe PDF |  View/Open |