首页> 外文期刊>Engineering Applications of Computational Fluid Mechanics >The simulation of a landslide-induced surge wave and its overtopping of a dam using a coupled ISPH model
【24h】

The simulation of a landslide-induced surge wave and its overtopping of a dam using a coupled ISPH model

机译:使用ISPH耦合模型模拟滑坡诱发的浪涌及其对大坝的倾覆

获取原文
       

摘要

In this paper, a landslide-induced surge wave and its overtopping of a dam is simulated using a coupled ISPH model. In the model, the mirror particle treatment was employed to simulate the moving structures and a particle symmetry criterion was enforced for free surface judgment. A telescopic boundary is presented for the landslide body motion treatment. The model is first used to simulate the two types of surge wave induced by submarine and aerial landslides and the simulation results are compared to the previously published experimental data. Then, in order to study landslide-induced wave propagation and especially the overtopping of a dam, laboratory experiments were conducted in which the landslide motion, the wave gauge results and the total overtopping volume were presented and compared to the numerical results. It was found that the present numerical model can accurately simulate the entire process of surge wave generation, propagation and overtopping of a dam.
机译:在本文中,使用耦合ISPH模型模拟了滑坡诱发的激波及其在大坝上方的冲刷。在该模型中,采用镜面粒子处理来模拟运动结构,并强制执行粒子对称性标准以判断自由表面。提出了一个可伸缩边界,用于滑坡体运动处理。该模型首先用于模拟由海底滑坡和空中滑坡引起的两种浪涌波,并将模拟结果与先前发布的实验数据进行比较。然后,为了研究滑坡引起的波传播,特别是大坝的越界,进行了实验室实验,提出了滑坡运动,波幅测量结果和总越界体积,并与数值结果进行了比较。结果发现,该数值模型可以准确地模拟大坝涌浪的产生,传播和越覆的全过程。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号