Analytical Method for Temperature Distribution in Buried HDPE Pipe

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Abstract:

HDPE pipes have been widely used in industry, which were mostly buried underground. Because of special material properties, which were affected by temperature, it is necessary to get the temperature profile of buried HDPE pipe. Most past solutions for temperature distribution in buried pipe were numerical ones. The aim of this paper was to present a simple analytical model under steady-state heat transfer condition with a new special heat transfer coefficient introduced. FEM method was used to check this model. The influences of fluid temperature, soil surface temperature and soil depth on pipeline temperature were also analyzed. The results showed a good agreement between the analytical model and FEM method. And fluid temperature in pipe was proved to be the key factor that affected the pipe temperature .

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Advanced Materials Research (Volumes 452-453)

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1205-1209

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] D. V Reddy. Long-term performance of buried high density polyethylene plastic piping. Florida Department of Transportation; (2005).

Google Scholar

[2] E. Hahne and U. Grigull, A shape factor scheme for point source configurations. int. J. Heal Mass Transfer, 17, 267-273 (1974).

DOI: 10.1016/0017-9310(74)90088-x

Google Scholar

[3] E. R. G. Eckert and R. M. Drake, Analysis of Heat and Mass Transfer. p.98 and 340. McGraw-Hill (1972).

Google Scholar

[4] N. N. Lebedev, I. P. Skalskaya and Y. S. Uflyand, Worked Problems in Applied mathematics. pp.212-213. Dover (1979).

Google Scholar

[5] R. Thiyagarajan and M. M. Yovanovich, Thermal resistance of a buried cylinder with constant flux boundary condition, Trans. Am. Soc. Mech. Engrs. Series C, J. Heat Transfer 96, 249-250 (1974).

DOI: 10.1115/1.3450174

Google Scholar

[6] Haim H. Bau, Heat losses from a fluid flowing in a buried pipe, Int.J. Heat Mass Transfer. Vol. 25, No. 11, pp.1621-1629, (1982).

DOI: 10.1016/0017-9310(82)90141-7

Google Scholar

[7] I. A. foffe, A problem of transient heat conduction in a semi-bounded body with an internal heat source. Inzh. Fiz. Zh. 23, 351-355 (1972). English translation: J. Engng Phys. 23, 1051-1054 (1972).

DOI: 10.1007/bf00828846

Google Scholar

[8] W. W. Martin and S. S. Sadhal, Bounds on transient temperature distribution due to a buried cylindrical heat source, Int. J. Heat Mass Transfer 21, 783-789 (1974).

DOI: 10.1016/0017-9310(78)90040-6

Google Scholar

[9] I.T. Al-Zaharnah , Conjugate heat transfer in fully developed laminar pipe flow and thermally induced stresses, Comput. Methods Appl. Mech. Engrg. 190 (2000) 1091-1104.

DOI: 10.1016/s0045-7825(99)00467-3

Google Scholar

[10] Antuan Negiz, Three-dimensional transient heat transfer from a buried pipe-I. laminar flow, Chemical Engineering Science, Vol. 48, No. 20, pp.3507-3517, (1993).

DOI: 10.1016/0009-2509(93)85006-b

Google Scholar

[11] Godwin A. Chukwu, P.E.: Department of Energy, Study of Transportation of GTL Products From Alaskan North Slope (ANS) To Markets , (2002).

DOI: 10.2172/808065

Google Scholar

[12] Dipl. Ing. Jan Hansen-Schmidt. Modelling of Oil Pipeline Networks, submitted to the 2008 Conference on Student Creativity and Invention, (2008).

Google Scholar

[13] A.F. Mills, Basic Heat and Mass Transfer: Prentice Hall, 1999: 395-396.

Google Scholar