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Grouting sealing method of flow-control speed-down in karst pipelines and its engineering application

机译:岩溶管道流量下降灌浆密封方法及其工程应用

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摘要

For the large-flow and high-speed dynamic water sealing problem in karst pipelines, the dynamic water sealing mechanism under flow-control speed-down conditions is researched systematically by numerical calculation, model test and engineering application. Firstly, numerical simulation for the dynamic water turbulent flow in the pipeline is conducted under different water heads and flow rates. The change laws of flow velocity and pressure are analyzed during the flow-control speed-down. Secondly, the flow-control speed-down test for dynamic water in the pipeline is carried out using the self-developed karst pipeline model test system. The functional relation between the value opening and the flow velocity after flow-control in the pipeline is deduced, and the numerical results are supplemented and verified. Finally, the proposed dynamic water sealing method of flow-control speed-down is successfully applied to the water gushing treatment project of the China Resources Cement (Pingnan) Riverview Limestone Mine. The results show that: (i) As the degree of flow-control speed-down increases, the flow velocity in the pipeline decreases gradually and the pressure increases gradually. (ii) The flowcontrol speed-down test effectively reduces the flow velocity and increases the slurry retention rate in the pipeline. (iii) The large-flow and high-speed water inrush at the construction site is effectively treated, and the validity and applicability of the proposed method are verified, which have important guiding significance for the disaster treatment of large-scale water inrush in karst areas.
机译:对于岩溶管道的大型和高速动态水密封问题,通过数值计算,模型试验和工程应用系统地研究了流量控制减速条件下的动态水密封机制。首先,在不同的水头和流速下,管道中动态水湍流流动的数值模拟。在流量控制速度下分析了流速和压力的变化规律。其次,使用自开发的岩溶管道模型测试系统进行管道中动态水的流量控制减速试验。推导出在管道中流量控制后的值开口和流速之间的功能关系,并补充和验证数值结果。最后,拟议的流量控制减速方法已成功应用于中国资源水泥(平南)Riverview Limestone矿的水涌水处理项目。结果表明:(i)随着流量控制速度的程度增加,管道中的流速逐渐降低,压力逐渐增加。 (ii)流速降低试验有效地降低了流速并增加了管道中的浆料保持率。 (iii)有效处理施工现场的大流量和高速水涌入,验证了该方法的有效性和适用性,对喀斯特大规模水中涌入的灾害治疗具有重要的指导意义地区。

著录项

  • 来源
    《Tunnelling and underground space technology》 |2021年第2期|103695.1-103695.11|共11页
  • 作者单位

    Shandong Univ Geotech & Struct Engn Res Ctr Jinan 250061 Shandong Peoples R China;

    Shandong Univ Geotech & Struct Engn Res Ctr Jinan 250061 Shandong Peoples R China;

    Shandong Univ Inst Marine Sci & Technol Qingdao 266237 Shandong Peoples R China|Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

    Shandong Univ Geotech & Struct Engn Res Ctr Jinan 250061 Shandong Peoples R China;

    Shandong Univ Inst Marine Sci & Technol Qingdao 266237 Shandong Peoples R China;

    Shandong Univ Inst Marine Sci & Technol Qingdao 266237 Shandong Peoples R China;

    Shandong Univ Geotech & Struct Engn Res Ctr Jinan 250061 Shandong Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Karst pipelines; Dynamic water sealing; Flow-control speed-down; Numerical simulation; Model test;

    机译:岩溶管道;动态水密封;流量控制速度;数值模拟;模型测试;

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