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Investigation of an icing near a tower foundation along the Qinghai-Tibet Power Transmission Line

机译:青藏输电线路塔基附近积冰的研究

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摘要

Formation of ground icings is generally groundwater-related, and ground icings can occur naturally or under anthropogenic influences, or a combination. The evaluative study for the relevant problems of ground icings is important for the design, construction and maintenance of engineering projects in regions affected by ground freezing. Construction of the Qinghai-Tibet Power Transmission Line (QTPTL) was completed in September, 2011. A secondary ground icing was founded near one of the tower foundations in the Tuotuo'he Riverside section in the followed winter. The genesis and formation process of the icing were investigated, using the combined methods of electrical resistivity tomography (ERT), drilling, and ground temperature monitoring. The tower foundation is located on the first river terrace of the Tuotuohe River. The ice-rich, very warm (about -0.05 degrees C) and thin (about 5 m) permafrost and the sub-permafrost groundwater were identified. These conditions are conducive to the growth of ground icing. The embedment of the pile foundations for the QTPTL and the ensued connection of the sub-permafrost water with surface waters are the major causes of the icing. In the subsequent freeze-thawing processes, due to cooling by thermosyphons installed very close to the tower foundation, the ground refreezing prevented the discharge of the sub-permafrost water. The hydrodynamics related to the ground icing growth impacted most of the area with embedded piles, which may influence the adfreezing force, frictional force and tower foundation stability. In the context of climate warming, secondary ground icings may become more hazardous to the permafrost power line. Freezing the soil around the tower foundation or lowering the groundwater table may be effective methods for mitigating the re-occurrence of ground icing. Future work should monitor the pressure, flow and geochemical characteristics of subpermafrost water, by which more proofs will be provided for studying the occurrence and growth of ground icings. (C) 2015 Elsevier B.V. All rights reserved.
机译:地面结冰的形成通常与地下水有关,地面结冰可以自然发生,也可以在人为影响下或两者结合发生。对地面结冰相关问题的评估研究对于受地面冻结影响的地区的工程项目的设计,建设和维护非常重要。青藏电力传输线(QTPTL)的建设已于2011年9月完成。随后的冬天,在the河河段的一个塔基础附近建立了二次地面覆冰。使用电阻层析成像(ERT),钻孔和地面温度监测的组合方法研究了结冰的成因和形成过程。塔基础位于the河的第一个河阶上。确定了富含冰,非常温暖(约-0.05摄氏度)和稀薄(约5 m)的多年冻土和亚多年冻土地下水。这些条件有利于地面覆冰的发展。 QTPTL桩基的埋设以及随后的多年冻土水与地表水的连接是结冰的主要原因。在随后的冻融过程中,由于非常靠近塔基础安装的热虹吸管进行冷却,地面重新冻结阻止了多年冻土水的排放。与地面结冰生长有关的流体动力学影响了大部分埋桩区域,这可能影响冻结力,摩擦力和塔基础稳定性。在气候变暖的情况下,二次地面结冰可能会对永冻土电力线造成更大的危害。冻结塔基础周围的土壤或降低地下水位可能是减轻地面积冰再次发生的有效方法。未来的工作应该监测多年冻土水的压力,流量和地球化学特征,从而为研究结冰的发生和发展提供更多证据。 (C)2015 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Cold regions science and technology》 |2016年第1期|250-257|共8页
  • 作者单位

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China;

    State Grid Qinghai Elect Power Co, Xining 810008, Peoples R China;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China;

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

    Ground icing; Sub-permafrost groundwater; Electrical resistivity tomography (ERT);

    机译:地面积冰;地下多年冻土;电阻层析成像(ERT);

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