Abstract
This paper presents the experimental results of impulsive waves caused by subaerial landslides. A wide range of effective parameters are considered and studied by performing 120 laboratory tests. Considered slide masses are both rigid and deformable. The effects of bed slope angle, water depth, slide impact velocity, geometry, shape and deformation on impulse wave characteristics have been inspected. The impulse wave features such as amplitude, period and also energy conversation are studied. The effects of slide Froude number and deformation on energy conversation from slide into wave are also investigated. Based on laboratory measured data an empirical equation for impulse wave amplitude and period have been presented and successfully verified using available data of previous laboratory works.
| Original language | English |
|---|---|
| Pages (from-to) | 263-280 |
| Number of pages | 18 |
| Journal | Environmental Fluid Mechanics |
| Volume | 8 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 1 Jun 2008 |
| Externally published | Yes |
Keywords
- Dam reservoir
- Deforming slide
- Impulsive wave
- Subaerial landslide
- Wave energy