水利学报Issue(6)：675-681,7.DOI:10.13243/j.cnki.slxb.2014.06.006
尾矿库漫顶溃坝模型研究
Research on tailings dam break due to overtopping
摘要
Abstract
To analyze the tailings dam failure process due to overtopping, a physical model of the tailings dam was conducted. The breach process, the dam failure flood process and inundated height of flood in downstream were observed by using topography measuring equipment for 3D, surface flow distribution mea⁃suring equipment and ultrasonic wave gauges. The collapse volume of breach and outflow discharge fluctuat⁃ed due to the block collapse. The overtopping flow included general sediment-laden flow, high sedi⁃ment-laden flow and high bed load transport. Based on this physical motion graphics, a physical-based model is established for calculating the flood process using the non-equilibrium sediment transposition and a conceptual model for the process of lateral erosion. The model is verified using the physical model re⁃sults. The agreements between calculated and measured data show the applicability of the proposed model.关键词
尾矿坝/漫顶溃决/模型试验/非平衡输沙/洪水预测Key words
tailings dam/overtopping flow/physical model/non-equilibrium sediment transposition/pre-diction of peak discharge分类
建筑与水利引用本文复制引用
刘磊,张红武,钟德钰,苗润泽..尾矿库漫顶溃坝模型研究[J].水利学报,2014,(6):675-681,7.基金项目
国家自然科学基金重点资助项目 （）
