Channel design criteria and the Houston ship channel
| dc.acquisition-src | Downloaded from-Engineering Village 2 | en_US |
| dc.call-no | en_US | |
| dc.contract-no | en_US | |
| dc.contributor.author | Jensen PA | en_US |
| dc.contributor.author | Kieslich JM | en_US |
| dc.contributor.other | en_US | |
| dc.date.accessioned | 2010-02-15T17:16:09Z | |
| dc.date.available | 2010-02-15T17:16:09Z | |
| dc.date.issued | 1986 | en_US |
| dc.degree | en_US | |
| dc.description | 908-919 | en_US |
| dc.description-other | en_US | |
| dc.description.abstract | Channel design literature is reviewed and compared with operational limits currently on the Houston Ship Channel (HSC). It was found that in all aspects of channel design considered (depth, width, bend radius and turning area width), operational margins on the HSC are substantially less than published design criteria. The origin and effect of these operational margins are also discussed | en_US |
| dc.description.uri | http://gbic.tamug.edu/request.htm | en_US |
| dc.history | en_US | |
| dc.identifier.uri | http://hdl.handle.net/1969.3/23308 | |
| dc.latitude | en_US | |
| dc.location | en_US | |
| dc.longitude | en_US | |
| dc.notes | Compilation and indexing terms, Copyright 2004 Elsevier Engineering Information, Inc | en_US |
| dc.place | Oakland, CA, USA | en_US |
| dc.publisher | ASCE, New York, NY, USA | en_US |
| dc.relation.ispartofseries | 50903.00 | en_US |
| dc.relation.uri | en_US | |
| dc.scale | en_US | |
| dc.series | en_US | |
| dc.subject | Navigation | en_US |
| dc.subject | PORTS AND HARBORS -- Design | en_US |
| dc.subject | Ships | en_US |
| dc.title | Channel design criteria and the Houston ship channel | en_US |
| dc.type | CONF | en_US |
| dc.university | en_US | |
| dc.vol-issue | () | en_US |