| dc.contributor.author | Valentin Heller | |
| dc.contributor.author | Mahtab Moalemi | |
| dc.contributor.author | Robert D. Kinnear | |
| dc.contributor.author | Rorik A. Adams | |
| dc.date.accessioned | 2017-05-08T22:04:10Z | |
| dc.date.available | 2017-05-08T22:04:10Z | |
| dc.date.copyright | July 2012 | |
| dc.date.issued | 2012 | |
| dc.identifier.other | %28asce%29ww%2E1943-5460%2E0000176.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70412 | |
| dc.description.abstract | Landslide-generated tsunami predictions are commonly based on two-dimensional (2D) wave channel or three-dimensional (3D) wave basin experiments with considerably different outcomes. It is not fully understood which idealized water body geometry applies best to a specific prototype. Hence, a physical small-scale model study has been conducted that, for the first time, systematically investigates the effect of geometry on landslide-generated tsunami height, amplitude, period, and celerity. A rigid slide generated tsunamis propagating in various geometries characterized by the basin side angle | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Geometrical Effects on Landslide-Generated Tsunamis | |
| dc.type | Journal Paper | |
| dc.journal.volume | 138 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000130 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
