主页 关于我们 最新公告 往期目录 录用通知 投稿指南 汇款方式 联系我们 推荐阅读
最新公告
《价值工程》现安排25年4-6月版面!10-11
2024年中国科技核心期刊目录09-20
《价值工程》投稿咨询电话!08-22
《价值工程》对文章题目和摘要的字数要求08-15
《价值工程》栏目设置07-22
《价值工程》文章细节要求:05-15

版权信息

版权信息:
杂志名称:《价值工程》
主管单位:河北省科学技术协会
主办单位:河北省技术经济管理现代化研究会
国际刊号:1006-4311
国内刊号:13-1085/N
邮发代号:18-2
责任编辑:张崇
咨询电话:18132119945
投稿邮箱:vezzs02@163.com

价值管理
招金北疆尾矿库溃坝风险分析与评价

Analysis and Evaluation of the Risk of Dam Failure of Zhaojin Beijiang Tailing Ponds
丛兆鹏 CONG Zhao-peng;孙英翔 SUN Ying-xiang;付政凯 FU Zheng-kai;
孙洪泉 SUN Hong-quan;王超 WANG Chao
(托里县招金北疆矿业有限公司,托里 834506)
(Tuoli Zhaojin Beijiang Mining Co.,Ltd.,Tuoli 834506,China)


摘要:为了研究尾矿库工程溃坝对周围地表建构筑的影响,本文以托里县招金北疆矿业有限公司尾矿库为研究对象,建立尾矿库溃坝影响的数值分析模型,模拟溃坝后尾砂流动过程,计算不同时刻尾砂的分布范围,分析尾矿库溃坝对周围环境造成的影响,研究结果表明:由于库区地形总体西北高、东南低且地势较为平坦,因此,尾矿库溃坝后尾砂具有向南下泄的趋势,距离坝址近的地方淹没深度高、尾砂淤积较多;整体溃坝时,尾砂总倾泻体积为 183370m3,尾砂向南最大滑动位移量为 1094.7m,最终倾泻至南侧建筑物的尾砂体积为 1116m3,南侧建筑物附近的尾砂堆积平均深度约为 0.11m,尾砂覆盖范围距建筑物约为 20m,在模拟假设工况条件下,不会对地表建筑物的安全及正常使用产生影响。
Abstract: In order to study the impact of tailings pond dam failure on the surrounding surface structures, this paper takes the tailings pond of Tuoli Zhaojin Beijiang Mining Co., Ltd. as the research object, establishes the numerical analysis model of the impact of tailings pond dam failure, simulates the tailings sand flow process after the dam failure, calculates the distribution range of the tailings sand at different moments, and analyzes the impact of the tailings pond dam failure on the surrounding environment. The results of the study show that because the topography of the reservoir area is generally high in the northwest and low in the southeast and the terrain is relatively flat, the tailings have a tendency to drain to the south after the tailings pond breaks down, and the inundation depth is high and the tailings are more silted up in the places close to the dam site. When the dam breaks down as a whole, the total volume of tailings poured out is 183,370m3, the maximum sliding displacement of tailings to the south is 1094.7m, the volume of tailings poured into the south side of the building is 1,116m3. The average depth of the pile is about 0.11m, and the coverage of the tailings is about 20m from the building, which will not affect the safety and normal use of the surface building under the simulated hypothetical working conditions.
关键词:离散元;尾矿库;溃坝;数值模拟
Key words: discrete element;tailing pond;dam failure;numerical simulation
中图分类号: TD926   文献标识码:A   文章编号:1006-4311(2024)27-073-04    doi:10.3969/j.issn.1006-4311.2024.27.022

社址:石家庄市槐安西路88号卓达玫瑰园物业楼 050091    电话:18132119945    微信:15132496582

投稿邮箱:vezzs02@163.com

价值工程杂志社

点击这里给我发消息      点击这里给我发消息

备案号:冀ICP备19020820号-1     技术支持:新钥匙建站

我要啦免费统计
点击这里给我发消息
点击这里给我发消息
24小时热线: 18132119945