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Using coupled fluid-solid theory to forecast the water inflow for conveyance project of Dahuofang reservoir

机译:利用流固耦合理论预测大伙房水库输水工程的入水量

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摘要

Water inflow is a key parameter in the design and construction of tunnel with rich water. The geological condition of Dahuofang water conveyance project is complicated and the fault structure is well developed, which is endowed with abundant water, such that gushing water is prone to happen. According to the geological survey of Liuhe section, which is the key control of the project, three-dimensional numerical model was built to represent the actual mechanical behavior under the scope of coupled fluidsolid theory. FISH language program was compiled to record the water inflow information in the process of excavation by using 'gp_flow' command. At the same time, empirical formula was applied to predict the water inflow amount. It was indicated that large velocity of flow water before working face of fault and vault of section 15 + 750 was observed, which will lead to higher gushing water hazard. Both numerical result and empirical value fit with the field survey very well, in which the maximum water inflow reached 590 m3/d. It was proposed that strengthening the geological forecast in the process of construction is required. According to the actual survey value, geological parameters are modified to guarantee the safety of the project.
机译:进水是富水隧道设计施工中的关键参数。大伙房输水工程地质条件复杂,断层构造发育,水源丰富,容易发生涌水现象。根据该工程的重点控制措施六合断面的地质调查,建立了三维数值模型来表示流固耦合理论范围内的实际力学行为。通过使用“ gp_flow”命令编译了FISH语言程序,以记录挖掘过程中的入水信息。同时,采用经验公式来预测入水量。结果表明,在15 + 750断层和拱顶的工作面之前,流水速度很大,这将导致更高的喷水危害。数值结果和经验值均与现场调查非常吻合,最大入水量为590 m3 / d。建议在施工过程中加强地质预报。根据实际勘测值,对地质参数进行修改,以保证工程的安全性。

著录项

  • 来源
  • 会议地点 Beijing(CN)
  • 作者单位

    School of Resources and Civil Engineering, Northeastern University, Shenyang, China;

    School of Resources and Civil Engineering, Northeastern University, Shenyang, China;

    School of Resources and Civil Engineering, Northeastern University, Shenyang, China;

    School of Resources and Civil Engineering, Northeastern University, Shenyang, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石(岩体)力学及岩石测试;
  • 关键词

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