弯道和截面因素对尾矿库溃坝泥浆流动特性影响研究
[Abstract]:As one of the three basic projects of the mine, tailings reservoir is also a major hazard source in non-metallic metal mines. The dam break will not only cause tailings loss, but also destroy the downstream areas. For the tailings reservoir whose downstream area is a gully, its topography is complex and changeable, showing different bends and cross-sections. During the evolution of dam-break debris flow, the flow characteristics change and the local area is affected. It is harmful to the life and property safety of the surrounding people and the surrounding environment. Therefore, in this paper, the self-designed indoor dam-break test device is used to study the variation law of debris flow characteristics of dam-break debris flow under different bends and cross-sections by means of simulation test. Firstly, the relationship between the flow state, mud depth, faucet velocity and particle settlement of dam-break debris flow is studied by changing the characteristics of different bends by assembling different bend components. Secondly, the relationship between the curve ultra-high and the curve change is studied under different curve conditions. The experimental value is compared with the calculated value of the curve super-high empirical formula, and the test results are fitted and analyzed, which has certain engineering reference value. Finally, the relationship between the flow state, mud depth and deposition of debris flow in dam break is studied by changing the different cross sections. It is concluded that the ratio of the narrowest width of section to the width of groove is exponentially related to the peak value of mud depth when the section shrinks. The thickness of grain deposition is high on both sides and low in the middle of the tapered section, and is high in the middle and low in both sides in the expanding section. Aiming at the influence of the bend and section factors on the surrounding area, the corresponding improvement measures are put forward in this paper, which can provide some references for the disaster prevention of tailings reservoir.
【学位授予单位】:西南科技大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TD926.4
【参考文献】
相关期刊论文 前10条
1 吴宗之;梅国栋;;尾矿库事故统计分析及溃坝成因研究[J];中国安全科学学报;2014年09期
2 魏勇;李梦;;尾矿库溃坝砂流在下游的演进运动规律[J];科技导报;2014年21期
3 朱宁;陈玉明;袁利伟;;云南某尾矿库溃坝砂流流态研究[J];有色金属(矿山部分);2013年05期
4 王永强;张继春;;基于相似试验的尾矿库溃坝泥石流预测分析[J];中国安全科学学报;2012年12期
5 范晓梅;王进聪;冯亚中;;舟曲县三眼峪沟泥石流灾害治理措施的比选[J];甘肃地质;2012年03期
6 敬小非;尹光志;魏作安;张千贵;王孟来;;基于不同溃口形态的尾矿坝溃决泥浆流动特性试验研究[J];岩土力学;2012年03期
7 吴强;陈征宙;刘裕华;张明瑞;曹东方;;格栅坝在泥石流防治中的应用——以汶川地震引发的烂泥沟泥石流治理为例[J];防灾减灾工程学报;2011年03期
8 尹光志;敬小非;魏作安;李小双;蒋长宝;;尾矿坝溃坝相似模拟试验研究[J];岩石力学与工程学报;2010年S2期
9 梅国栋;王云海;;我国尾矿库事故统计分析与对策研究[J];中国安全生产科学技术;2010年03期
10 王又武;袁平;陈珂佳;刘石桥;;尾矿库溃坝有关问题探讨[J];工程建设;2009年05期
相关硕士学位论文 前4条
1 罗华;既有重力式泥石流拦挡坝加固设计研究[D];兰州理工大学;2016年
2 张秦琦;带阻尼器的新型泥石流格栅坝动力响应分析[D];兰州理工大学;2016年
3 王世鹏;中小型尾矿库坝体失稳的危险源辨识[D];中南大学;2008年
4 张银华;弯道急流的改善措施研究[D];郑州大学;2006年
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