dc.contributor.author | Bruehl, Gabriel A. | |
dc.date.accessioned | 2014-09-26T15:29:36Z | |
dc.date.available | 2014-09-26T15:29:36Z | |
dc.date.issued | 2000-07-01 | |
dc.identifier.uri | https://hdl.handle.net/11244/11416 | |
dc.description.abstract | This study uses a common method of predicting scour to compare the existing bridge structure at the Interstate-35 and Cimarron River crossing to the original bridge that was damaged by a flood in 1986. The complexity of the site requires a two-dimensional analysis that was performed using the FESWMS-2DH computer model. Use of the program is simplified by using SMS, developed by Brigham Young University, to provide a graphical environment to input data and view the output. The results of this study validate the changes made to the Interstate-35 river crossing and can be used to further validate the use of FESWMS-2DH and SMS to model scour at other locations. | |
dc.format | application/pdf | |
dc.language | en_US | |
dc.publisher | Oklahoma State University | |
dc.rights | Copyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material. | |
dc.title | Hydraulic and Scour Modeling of Existing and Original Structures at Interstate-35 and Cimarron River | |
dc.type | text | |
osu.filename | Thesis-2000-B889h.pdf | |
osu.accesstype | Open Access | |
dc.type.genre | Thesis | |