A SPH two-layer depth-integrated model for landslide-generated waves in reservoirs: application to Halaowo in Jinsha River (China)
Պահպանված է:
| Հրատարակված է: | Landslides vol. 16, no. 11 (2019), p. 2167 |
|---|---|
| Հիմնական հեղինակ: | |
| Այլ հեղինակներ: | , , , , |
| Հրապարակվել է: |
Springer Nature B.V.
|
| Խորագրեր: | |
| Առցանց հասանելիություն: | Citation/Abstract |
| Ցուցիչներ: |
Չկան պիտակներ, Եղեք առաջինը, ով նշում է այս գրառումը!
|
MARC
| LEADER | 00000nab a2200000uu 4500 | ||
|---|---|---|---|
| 001 | 2318108643 | ||
| 003 | UK-CbPIL | ||
| 022 | |a 1612-510X | ||
| 022 | |a 1612-5118 | ||
| 024 | 7 | |a 10.1007/s10346-019-01204-9 |2 doi | |
| 035 | |a 2318108643 | ||
| 045 | 2 | |b d20190101 |b d20191231 | |
| 084 | |a 108227 |2 nlm | ||
| 100 | 1 | |a Lin, Chuan | |
| 245 | 1 | |a A SPH two-layer depth-integrated model for landslide-generated waves in reservoirs: application to Halaowo in Jinsha River (China) | |
| 260 | |b Springer Nature B.V. |c 2019 | ||
| 513 | |a Journal Article | ||
| 520 | 3 | |a In this work, a two-layer depth-integrated smoothed particle hydrodynamics (SPH) model is applied to investigate the effects of landslide propagation on the impulsive waves generated when entering a water body. In order to deal with the open boundary in practical engineering problems, an absorbing boundary method, based on Riemann invariants which can be applied to arbitrary geometries, is implemented. In order to examine the accuracy of the proposed formulation, the model is tested against both available laboratory tests and numerical examples from the literature. Then, it is adopted to model the characteristics of the impulse waves generated by the Halaowo landslide in the Jinsha River, China. The results provide a technical basis for the emergency plan to the Halaowo landslide and benefit the disaster prevention policy, which helps mitigating future hazards in similar reservoir areas. | |
| 651 | 4 | |a Jinsha River | |
| 651 | 4 | |a China | |
| 653 | |a Landslides | ||
| 653 | |a Hydrodynamics | ||
| 653 | |a Smooth particle hydrodynamics | ||
| 653 | |a Model testing | ||
| 653 | |a Landslide effects | ||
| 653 | |a Laboratory tests | ||
| 653 | |a Water bodies | ||
| 653 | |a Rivers | ||
| 653 | |a Fluid flow | ||
| 653 | |a Water depth | ||
| 653 | |a Emergency preparedness | ||
| 653 | |a Model accuracy | ||
| 653 | |a Hazard mitigation | ||
| 653 | |a Wave propagation | ||
| 653 | |a Reservoirs | ||
| 653 | |a Computational fluid dynamics | ||
| 653 | |a Environmental | ||
| 700 | 1 | |a Pastor, Manuel | |
| 700 | 1 | |a Li, Tongchun | |
| 700 | 1 | |a Liu, Xiaoqing | |
| 700 | 1 | |a Qi, Huijun | |
| 700 | 1 | |a Lin, Chaoning | |
| 773 | 0 | |t Landslides |g vol. 16, no. 11 (2019), p. 2167 | |
| 786 | 0 | |d ProQuest |t Science Database | |
| 856 | 4 | 1 | |3 Citation/Abstract |u https://www.proquest.com/docview/2318108643/abstract/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch |