| contributor author | M. Gómez-Gesteira | |
| contributor author | Robert A. Dalrymple | |
| date accessioned | 2017-05-08T21:10:28Z | |
| date available | 2017-05-08T21:10:28Z | |
| date copyright | March 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-950x%282004%29130%3A2%2863%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41516 | |
| description abstract | The impact of a single wave generated by a dam break with a tall structure is modeled with a three-dimensional version of the smoothed particle hydrodynamics method. The method is used to analyze the propagation of a long wave and the force it exerts on a tall structure located in a region with vertical boundaries. Velocities and forces obtained from a numerical model are shown to be in good agreement with laboratory measurements. The effect of having a dry bed in front of the dam prior to the dam break versus a wet bed in the experiment is discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Using a Three-Dimensional Smoothed Particle Hydrodynamics Method for Wave Impact on a Tall Structure | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2004)130:2(63) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 002 | |
| contenttype | Fulltext | |