|
|||||
|
|
| 中线法尾矿坝地下渗流场的数值模拟 | |
| 引用本文： | 魏作安,陈宇龙,李广治. 中线法尾矿坝地下渗流场的数值模拟[J]. 重庆大学学报(自然科学版), 2012, 35(7): 89-93 |
| 作者姓名： | 魏作安 陈宇龙 李广治 |
| 作者单位： | 重庆大学 煤矿灾害动力学与控制国家重点实验室;资源及环境科学学院;复杂煤气层瓦斯抽采国家地方联合工程实验室,重庆 400044;重庆大学 煤矿灾害动力学与控制国家重点实验室;资源及环境科学学院,重庆 400044;重庆大学 煤矿灾害动力学与控制国家重点实验室;资源及环境科学学院,重庆 400044 |
| 基金项目： | 国家自然科学基金资助项目(51074199);高等学校博士学科点专项科研基金(200806110012) |
| 摘 要： | 利用2D FLOW计算软件，针对羊拉铜矿中线法尾矿库在不同条件下的渗流进行了模拟计算。其中，坝体按照设置排渗系统和不设排渗系统两种情况考虑，干滩面长度分别为70 m（洪水状况）、100 m和300 m（正常状况）3种情况考虑。通过计算获得了该尾矿库在不同条件下地下渗流的变化规律。计算结果显示，采取坝体排渗措施，能使坝体中的地下水顺利导出，从而有效降低坝体浸润线的位置，有利提高尾矿坝的稳定性。 |
| 关 键 词： | 尾矿 尾矿坝 渗流场 数值模拟 中线法 |
Numerical simulation on the seepage of tailings dam by centerline method construction |
|
| WEI Zuoan,CHEN Yulong and LI Guangzhi. Numerical simulation on the seepage of tailings dam by centerline method construction[J]. Journal of Chongqing University(Natural Science Edition), 2012, 35(7): 89-93 | |
| Authors: | WEI Zuoan CHEN Yulong LI Guangzhi |
| Affiliation: | State Key Laboratory of Coal Mine Disaster Dynamics and Control; College of Resource and Environmental Sciences; State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam, Chongqing University, Chongqing 400044, China;State Key Laboratory of Coal Mine Disaster Dynamics and Control; College of Resource and Environmental Sciences, Chongqing University, Chongqing 400044, China;State Key Laboratory of Coal Mine Disaster Dynamics and Control; College of Resource and Environmental Sciences, Chongqing University, Chongqing 400044, China |
| Abstract: | Yangla copper mine is going to build a new tailings pond for its tailings disposal. The tailings dam is 185.0 m high and centerline method is used to construct the tailings pond. For the stability of the tailings dam, 2D FLOW program is used for the numerical simulation study about the dam seepage. During simulation calculation, different conditions which include a drainage system installed into the dam or not and different beach widths, i.e. 70 (the flood condition), 100, 300 m (the normal condition), are considered. Through calculation, the change of the seepage under different conditions is obtained, which shows if the drainage system is installed into the tailings dam, the underground water can be successfully drained out. This can keep the phreatic surface level relatively low, so as to improve the stability of the dam. |
| Keywords: | tailings dams seepage computer simulation centerline method |
| 点击此处可从《重庆大学学报(自然科学版)》浏览原始摘要信息 | |
| 点击此处可从《重庆大学学报(自然科学版)》下载全文 | |