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

Abstract 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 °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 sub-permafrost water, by which more proofs will be provided for studying the occurrence and growth of ground icings.

[1]  J. E. Lewis,et al.  « Energy Exchange During River Icing Formation in a Subarctic Environment, Yukon Territory » , 2002 .

[2]  Jin Hui-jun,et al.  Permafrost Degradation on the Qinghai-Tibet Plateau and its Environmental Impacts , 2000 .

[3]  Qihao Yu,et al.  Application of electrical resistivity tomography in investigating depth of permafrost base and permafrost structure in Tibetan Plateau , 2013 .

[4]  G. P. Pustovoit,et al.  Experience in the Prevention of Frost Heave of Pile Foundations of Transmission Towers under Northern Conditions , 2004 .

[5]  Xiaogang Hu,et al.  Ground Icing Formation: Experimental and Statistical Analyses of the Overflow Process , 1997 .

[6]  Christian Hauck,et al.  Monitoring mountain permafrost evolution using electrical resistivity tomography : A 7-year study of seasonal, annual, and long-term variations at Schilthorn, Swiss Alps , 2008 .

[7]  B. Moorman,et al.  Advances in geophysical methods for permafrost investigations , 2008 .

[8]  Wayne H. Pollard,et al.  Icing processes associated with high Arctic perennial springs, Axel Heiberg Island, Nunavut, Canada , 2005 .

[9]  Qihao Yu,et al.  Impacts of Permafrost Mean Annual Ground Temperature and Ice Content on Thermal Regime of Pile Foundation of Qinghai-Tibet Power Transmission Line , 2012 .

[10]  W. Qing.  Numerical Simulation of Pile Foundation Conduction at Different Molding Temperature in Permafrost Regions , 2005 .

[11]  L. Hinzman,et al.  Water in permafrost; case study of aufeis and pingo hydrology in discontinuous permafrost , 2003 .

[12]  Guo-yu Li,et al.  Laboratory testing on heat transfer of frozen soil blocks used as backfills of pile foundation in permafrost along Qinghai-Tibet electrical transmission line , 2015, Arabian Journal of Geosciences.

[13]  Xin Li,et al.  Permafrost and climatic change in China , 2000 .

[14]  Xiaogang Hu,et al.  The Hydrologic Analysis and Modelling of River Icing Growth, North Fork Pass, Yukon Territory, Canada , 1997 .

[15]  Zhizhong Sun,et al.  In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai–Tibet Railway , 2010 .

[16]  L. Hinzman,et al.  Spring and aufeis (icing) hydrology in Brooks Range, Alaska , 2007 .

[17]  Qingbai Wu,et al.  Recent permafrost warming on the Qinghai‐Tibetan Plateau , 2008 .

[18]  M. Loke.  Tutorial : 2-D and 3-D electrical imaging surveys , 2001 .