Heat Effect Analysis of Buried Oil Pipeline in the Qinghai-Tibet Plateau

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Abstract:

The Geermu-Lasa oil pipeline was located in the Qinghai-Tibet Plateau permafrost regions. The building and operating of pipeline will change the temperature field of soil around it, which can lead to changes of frozen soil mechanic properties, and this will induces deformation or even fracture of pipeline. These phenomena will affect the normal transportation of oil. In this paper, temperature field around the pipelines were analyzed due to different pipe diameters and different insulation layer thicknesses in the way of finite element method. The rule of thawing and freezing of soil around the pipeline in an annual cycle was obtained. Artificial permafrost table variations under the pipeline were also obtained due to different operating conditions. For 30cm diameter pipeline with 7cm insulation layer, its artificial permafrost table depth change value is just 0.48m after 30-year running. These analysis results can provide references to the construction of the new Geermu-Lasa oil pipeline.

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211-217

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January 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] JIN Huijun, YU Wenbing, et al. Stability of Engineering Foundations of Oil Pipelines in Permafrost Regions [J]. Oil & Gas Storage and Transportation, 2006, 25(2): 13-18. In Chinese.

Google Scholar

[2] WU Ming,JIANG Guo-ye,AN Bing-wei. Numerical Calculation for Soil Temperature Field of Oil Pipeline [J]. JOURNAL OF PETROCHEMICAL UNIVERSITIES, 2001, 14(4): 54-57. In Chinese.

Google Scholar

[3] ZHANG Jing, WU Ming. Calculation for Soil Temperature of Underground Oil Pipeline by Finite Element Method [J]. JOURNAL OF LIAONING UNIVERSITY OF PETROLEUM & CHEMICAL TECHNOLOGY. 2004, 24(2): 38-41. In Chinese.

Google Scholar

[4] Zheng Ping, Wu Ming. Numerical Simulation for Soil Temperature Field of Buried Oil Pipeline Considering Effects of Moisture [J]. Oil & Gas Storage and Transportation, 2010, 29(6): 419-422. In Chinese.

Google Scholar

[5] HE Shusheng, JIN Huijun, et al. Non-linear Analysis for the Characteristics of Thawing Cylinders around the Buried Heat Oil Pipeline in Permafrost Regions [J]. Oil & Gas Storage and Transportation, 2008, 27(1): 21-25. In Chinese.

Google Scholar

[6] Li Nansheng, Li Hongsheng, and Ding Dewen. The Quasi-static Temperature Field and Heat Engineering Parameters of Buried Petroleum Pipelines in Seasonally Frozen Ground Regions [J]. Journal of Glaciology and Geocryology, 1997, 19(1): 66-72. In Chinese.

Google Scholar

[7] Bronfenbrener L. Study of the temperatures fields in the soil around oil pipeline, Oil Ind. Build. J. 1980, 1: 12–15.

Google Scholar

[8] Furman A.V. Insulation as the ensuring mean of heat change stability in buried pipeline, Oil Gas. 1981, 5: 66–70.

Google Scholar

[9] Morgenstern N. Analysis of performance of a warm oil pipeline in permafrost, inuvik, NWT. Canadian Geotechnical Journal. 1975. 12(2): 199-208.

DOI: 10.1139/t75-024

Google Scholar

[10] Lunardini V.J. Phase-change around insulated buried pipes: quasi-steady method, J. Energy Resour. Technol. 1981, 103, 201–207.

DOI: 10.1115/1.3230839

Google Scholar

[11] Porkhaev G.V., Thermal interaction between building, structures and perennially frozen ground, Nauka, Moscow, (1970).

Google Scholar

[12] An Weidong, Wu Ziwang, Shen Mu, et al. Interaction among Temperature, Moisture and Stress Fields in Frozen Soil [M]. Lanzhou: Lanzhou University Press, 1990. 21-75. In Chinese.

Google Scholar

[13] Xu Xiaozu, Wang Jiacheng, Zhang Lixin. Frozen Soil Physics [M]. Beijing: Science Press, 2001. 59-77. In Chinese.

Google Scholar

[14] ZHANG Ming-yi, ZHANG Jian-ming, LAI Yuan-ming. Numerical Analysis of the Critical Height of Railway Embankment in Permafrost Regions of the Tibetan Plateau [J]. Journal of Glaciology and Geocryology, 2004, 26(3): 312-318. In Chinese.

DOI: 10.1016/j.coldregions.2004.09.001

Google Scholar

[15] Bonacina C, Comini G. Numerical solution of phase-change problems [J]. Int. J. Heat Mass Transfer, 1973, 16(6): 1852- 1832.

DOI: 10.1016/0017-9310(73)90202-0

Google Scholar

[16] Lai Yuanming, Zhang Luxin. Cooling effect of ripped-stone embankments on Qinghai-Tibet Railway under climatic warming [J]. Chinese Science Bulletin, 2003, 48(6): 598- 604.

DOI: 10.1360/03tb9127

Google Scholar

[17] Liu J, Tian Y. Numerical studies for the thermal regime of a roadbed with insulation on permafrost [J]. Cold Regions Science and Technology, 2002, 35: 1-13.

DOI: 10.1016/s0165-232x(02)00028-9

Google Scholar

[18] Zhu Linnan. Study of the adherent layer on different types of ground in permafrost regions on the Qinghai-Xizang Plateau [J]. Journal of Glaciology and Geocryology, 1988, 10(1): 8-14. In Chinese.

Google Scholar