| dc.contributor.author | Strongylis, Dimitri G. | |
| dc.date.accessioned | 2014-11-03T16:09:57Z | |
| dc.date.available | 2014-11-03T16:09:57Z | |
| dc.date.issued | 1992-07-01 | |
| dc.identifier.uri | https://hdl.handle.net/11244/13573 | |
| dc.description.abstract | In the study of hydraulic problems very few computerized approaches are available. All of these approaches use 18th century methodology and they are solving the problem in one dimension by making considerable simplifications as to the uniformity of the physicalconditions from one point of study to another. FESWMS-2DH makes no simplifications at all and considers the dynamics of flow in both the two horizontal dimensions and the vertical dimension. FESWMS-2DH is a very flexible model and can study very intricate flow conditions. The use of FESWMS-2DH is encouraged in every case in which multidimensional flow is evident or suspected. | |
| 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 | Water surface profiles using FESWMS-2DH model | |
| dc.type | text | |
| osu.filename | Thesis-1992-S924w.pdf | |
| osu.accesstype | Open Access | |
| dc.description.department | Civil Engineering | |
| dc.type.genre | Thesis | |
