首页|基于复合模型沙的大比尺尾矿库漫顶溃决模型试验

基于复合模型沙的大比尺尾矿库漫顶溃决模型试验

Modelling of Overtopping Break of Large Scale Tailings Pond Using Composite Model Sand

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尾矿库是重大危险源且存在溃坝危险,为了更真实地预测尾矿库溃坝造成的影响,定量掌握尾矿库的溃坝过程及其对下游的影响程度,利用细粒尾砂与膨胀珍珠岩按照体积比尺1.5:1进行混合制作复合模型沙,通过室内试验和水下休止角试验确定复合模型沙的基本可行性;并在满足相似条件的基础上,开展极端状态下的复合模型沙大比尺尾矿库漫顶溃坝试验,分析其溃坝过程、流量过程、断面形态演变过程、浸润线、淹没高程和范围等变化规律.试验结果表明:物理模型试验历时140 min,复合模型沙下泄量占总库容的10.76%,下游区域淤积量占下泄量的95.21%,基本符合漫顶溃坝的实际情况,设计选配的复合模型沙合理,说明该复合模型沙能够更真实有效地还原尾矿库溃坝过程.研究结果为尾矿库漫顶溃坝试验中模型沙的选择提供了新思路.
To better predict the impacts of tailings pond breaches and quantitatively understand the breach process and downstream effects,we prepared a composite model sand by mixing fine-grained tailing sand and expanded per-lite in a 1.5:1 volume ratio.Indoor tests and measurements of underwater angle of repose confirmed the feasibility of the composite model sand under similar conditions.Based on this,we conducted large-scale overtopping dam failure tests under extreme conditions to analyze the changes in dam breach process,flow process,section morphol-ogy evolution,phreatic line,inundation elevation and range.The physical model test lasted 140 minutes,during which the composite model sand discharge accounted for 10.76%of the total storage capacity,and downstream silt-ation accounted for 95.21%of this discharge.These results are consistent with the real-world situation of overtop-ping failure,demonstrating the reasonability and effectiveness of the composite model sand for more realistically simulating tailings pond breach processes.These findings also offer new insights for selecting model sand in future o-vertopping failure tests for tailings pond.

composite model sandtailings pondovertopping dam failuremodel testphreatic line

易富、陶晗、杜常博、戚旭鹏、翟巍昆、徐展

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辽宁工程技术大学建筑与交通学院,辽宁阜新 123000

辽宁工程技术大学土木工程学院,辽宁阜新 123000

建研地基基础工程有限责任公司,北京 100000

复合模型沙 尾矿库 漫顶溃坝 模型试验 浸润线

辽宁省教育厅青年基金项目辽宁工程技术大学学科创新团队项目

LJKQZ2021153LNTU20TD-12

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(1)
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