Three-dimensional numerical modeling study on the failure evolution of tailing dam

被引:0
|
作者
Yuan L. [1 ]
Zhu N. [2 ]
Li S. [1 ]
Chen Y. [1 ]
机构
[1] Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming, Yunnan
[2] Yunnan Yunling Highway Engineer Registered Safety Engineer Firm Co. Ltd., Yunnan Provincial Highway Investment and Development Co., Ltd., Kunming, Yunnan
关键词
Dam failure; Evolution of sand flow; Fluent; Numerical simulation; Tailing dam; Three-dimensional numerical modeling;
D O I
10.1166/jctn.2016.4577
中图分类号
学科分类号
摘要
For exploration and analysis on the degree of catastrophe after tailing dam failure, the physical and mechanical properties of tailing sands, characteristics of the failure dam model, as well as its mathematical model are analyzed in this paper, on which a three-dimensional fluid mechanics model is established by Fluent to appropriately investigate the evolution after the failure of tailing dam. Evolution and characteristics in terms of movement rate of sand flow, punching force and corresponding parameters of sand embedment depth are captured. The distribution of tailing sand movement as well as the distribution of pressure at individual section is further obtained, which provides significant theoretical basis for the analysis after tailing dam catastrophe, risk assessment and safety/emergency management. © Copyright 2016 American Scientific Publishers All rights reserved.
引用
收藏
页码:2300 / 2305
页数:5
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