基于尾矿泥相变特征的多孔介质接扩散机制
Shuai Xing1,2, Jinsheng Jia3,4,5, Cuiying Zheng1,2
1State Key Laboratory of Water Cycle and Water Security, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
Scientific reports
|January 16, 2026
概括
这项研究引入了一种依赖时间的宾汉模型,用于在接过程中在多孔介质中对尾矿泥扩散. 该模型准确地预测了泥的行为,显示了两阶段的压力增加,并通过模拟验证.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 尾矿泥扩散对于长期接至关重要.
- 了解泥的整形学和相变是预测其在多孔介质中的行为的关键.
研究的目的:
- 为了研究在多孔介质中尾矿泥的扩散机制.
- 开发和验证一个依赖时间的Bingham风湿学模型,用于尾矿泥.
主要方法:
- 实验室实验测量在不同温度和水-水泥比率下测量泥的质性质.
- 发展一个相位过渡构成方程.
- 对于尾矿泥的扩散方程的推导,考虑相位过渡和多孔介质特征.
- 用于验证的接地模拟实验.
主要成果:
- 时间依赖的宾汉模型准确地描述了剪切应力-剪切速率关系 (R2 > 0.95).
- 收益应力和粘度随着温度的增加而增加,随着水-水泥比率的下降而减少,随着时间的推移遵循二次函数.
- 水-水泥比率显著影响质性质,而不是温度.
- 与模拟数据相比,该模型的预测显示出不到10%的错误.
结论:
- 开发的依赖时间的宾汉姆模型有效地捕捉了在多孔介质中的尾矿泥扩散.
- 该模型为接压力提供了准确的预测,揭示了明显的两阶段增长趋势.
- 这项研究增强了对涉及尾矿泥的接工艺的理解和预测.
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