Propagation of landslide induced impulse wave in channel type reservoirs | |
An Y(安翼); Liu QQ(刘青泉); Shi CQ(石传奇); Yang JX(杨家修) | |
2016-11 | |
会议名称 | The Fifteenth Asian Congress of Fluid Mechanics |
会议日期 | NOV 21-23, 2016 |
会议地点 | Kuching, MALAYSIA |
摘要 | he propagation characteristics and parameter sensitivity of the landslide induced impulse wave in practical channel type reservoirs are investigated in this study. The two-dimensional Saint-Venant equation and dry-wet boundary treatment method are used to simulate the wave generation and propagation processes in real reservoirs. In order to better reproduce the initial wave, a matching technique of initial wave between nearfield and far field simulation is implemented, while the nearfield wave generation processes are simulated based on full Naiver-Stokes equation. A real landslide induced impulse wave event is simulated with this technique and the propagation characteristics and parameter sensitivity are investigated. The simulation results and comparison between different cases indicate that the longitudinal shape of the channel-type reservoir is a crucial factor for propagation. Classical engineering methods which ignore this factor might produce improper estimation of the max wave height. |
WOS记录号 | WOS:000404176200048 |
收录类别 | CPCI-S ; EI |
语种 | 英语 |
引用统计 | |
文献类型 | 会议论文 |
条目标识符 | http://dspace.imech.ac.cn/handle/311007/59683 |
专题 | 流固耦合系统力学重点实验室 |
推荐引用方式 GB/T 7714 | An Y,Liu QQ,Shi CQ,et al. Propagation of landslide induced impulse wave in channel type reservoirs[C],2016. |
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