| 某铁矿尾矿坝渗流分析 |
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| 引用本文： | 汤荣贵,潘尚涛,王凡俊. 某铁矿尾矿坝渗流分析[J]. 山西建筑, 2010, 36(28): 360-362 |
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| 作者姓名： | 汤荣贵 潘尚涛 王凡俊 |
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| 作者单位： | 1. 天津华北工程勘察设计有限公司,天津,300181
2. 中国地质调查局水文地质环境地质调查中心,河北保定,071051 |
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| 摘 要： | 根据物质的渗透性能对坝内各层物质进行概化后，应用GMS的SEEP2D模块对尾矿坝坝体渗流进行了分析，在合理假定渗入量的基础上得到了目前高程干滩长度为100m，200m，300m的渗流场分布，为尾矿坝的稳定性计算奠定了基础。
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| 关 键 词： | 尾矿坝 渗流场 浆液入渗 |
On analysis of seepage in tailings dam of some iron ore |
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| TANG Rong-gui,PAN Shang-tao,WANG Fan-jun. On analysis of seepage in tailings dam of some iron ore[J]. Shanxi Architecture, 2010, 36(28): 360-362 |
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| Authors: | TANG Rong-gui PAN Shang-tao WANG Fan-jun |
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| Affiliation: | TANG Rong-gui PAN Shang-tao WANG Fan-jun |
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| Abstract: | According to the seepage performance of substance on the substances in all layers of the dam, the paper analyzes the seepage in tailings dam by applying SEEP2D of GMS, concludes the distance of the current elevation dry beach should be 100 m, 200 m and 300 m based on the reasonable assumed seepage volume, so as to lay the foundation for the stability calculation for the tailing dam. |
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| Keywords: | tailing dam seepage field slurry seepage |
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