Technical Papers
Oct 27, 2018

Simulation of Surge Reduction Systems Using Dimensionally Reduced Models

Publication: Journal of Hydraulic Engineering
Volume 145, Issue 1

Abstract

The focus of this paper is to study transient flow processes in a trunk oil pipeline initiated by a sudden stoppage of a pumping station equipped with an overpressure protection system. Our analysis is based on a dimensionally reduced model, in which a one-dimensional (1D) system of partial differential equations (PDEs) is used to simulate flow in the pipeline. The pumping units, valves, and overpressure protection systems are modeled by algebraic systems of equations and ordinary differential equations (ODEs) in zero-dimensional (0D) models. Our numerical results demonstrate the efficiency of overpressure protection systems. In addition, the numerical results are compared with field measurements.

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Acknowledgments

This work was partially supported by the Cluster of Excellence in Simulation Technology (EXC 310/2) and the German Academic Exchange Service (DAAD). Furthermore, we thank IMS Industries, LLC, for providing Figs. 2(b) and 3 (http://www.imsholding.ru/). We also thank Dr. Nikolay Arbuzov ([email protected]) for providing the field data.

References

Adamkowski, A., and M. Lewandowski. 2006. “Experimental examination of unsteady friction models for transient pipe flow simulation.” J. Fluids Eng. 128 (6): 1351–1363. https://doi.org/10.1115/1.2354521.
Arbuzov, N., and M. Lurie. 2014. “Protection of oil-loading tanker terminals from damages occurring due to hydraulic shock waves (based on existing Russian terminals examples).” In Proc., 21st World Petroleum Congress. London: World Petroleum Congress.
Bahadori, A. 2016. Oil and gas pipelines and piping systems: Design, construction, management, and inspection. Oxford, UK: Gulf Professional.
Elansary, A. 2000. “Waterhammer protection for the Toshika pumping system.” In Building Partnerships: Proc., 2000 Joint Conf. on Water Resources Engineering and Water Resources Planning and Management. Reston, VA: ASCE.
Eyres, R., A. Champneys, and N. Lieven. 2005. “Modelling and dynamic response of a damper with relief valve.” Nonlinear Dyn. 40 (2): 119–147. https://doi.org/10.1007/s11071-005-4144-6.
Genić, S., I. Aranđelović, P. Kolendić, M. Jarić, N. Budimir, and V. Genić. 2011. “A review of explicit approximations of Colebrook’s equation.” FME Trans. 39 (2): 67–71.
Ghodhbani, A., and E. H. Taïeb. 2017. “A four-equation friction model for water hammer calculation in quasi-rigid pipelines.” Int. J. Press. Vessels Pip. 151: 54–62. https://doi.org/10.1016/j.ijpvp.2017.03.001.
Gottlieb, S., and C.-W. Shu. 1998. “Total variation diminishing Runge-Kutta schemes.” Math. Comput. Am. Math. Soc. 67 (221): 73–85. https://doi.org/10.1090/S0025-5718-98-00913-2.
Hatcher, T., and J. Vasconcelos. 2017. “Peak pressure surges and pressure damping following sudden air pocket compression.” J. Hydraul. Eng. 143 (4): 04016094. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001251.
Huo, J. 2011. “Surge protections for a major raw water pump and pipeline system.” In Proc., World Environmental and Water Resources Congress. Reston, VA: ASCE.
IEC (International Electrotechnical Commission). 2005. Industrial-process control valves. Part 1: Control valve terminology and general considerations. IEC 60534-1:2005. Geneva: IEC.
Jan, C., C. Chang, J. Lai, and W. Guo. 2009. “Characteristics of hydraulic shock waves in an inclined chute contraction-numerical simulations.” J. Mech. 25 (1): 75–84. https://doi.org/10.1017/S1727719100003610.
Köppl, T., B. Wohlmuth, and R. Helmig. 2013. “Reduced one-dimensional modelling and numerical simulation for mass transport in fluids.” Int. J. NMiF 72 (2): 135–156. https://doi.org/10.1002/fld.3728.
Krivodonova, L. 2007. “Limiters for high-order discontinuous Galerkin methods.” J. Comput. Phys. 226 (1): 879–896. https://doi.org/10.1016/j.jcp.2007.05.011.
Lurie, M. 2008. Modeling of oil product and gas pipeline transport. Hoboken, NJ: Wiley.
Quarteroni, A., R. Sacco, and F. Saleri. 2010. Vol. 37 of Numerical mathematics. New York: Springer Science & Business Media.
Ray, A. 1978. “Dynamic modeling and simulation of a relief valve.” Simulation 31 (5): 167–172. https://doi.org/10.1177/003754977803100504.
Seck, A., M. Fuamba, and R. Kahawita. 2017. “Finite-volume solutions to the water-hammer equations in conservation form incorporating dynamic friction using the Godunov scheme.” J. Hydraul. Eng. 143 (9): 04017029. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001333.
Shamloo, H., and M. Mousavi. 2015. “Numerical simulation of turbulent pipe flow for water hammer.” J. Fluids Eng. 137 (11): 111203. https://doi.org/10.1115/1.4030806.
Stephenson, D. 2002. “Simple guide for design of air vessels for water hammer protection of pumping lines.” J. Hydraul. Eng. 128 (8): 792–797. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:8(792).
Tran, P. D. 2015. “Pressure transients caused by tilting-disk check-valve closure.” J. Hydraul. Eng. 141 (3): 04014081. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000958.
Wang, C., and J.-D. Yang. 2015. “Water hammer simulation using explicit-implicit coupling methods.” J. Hydraul. Eng. 141 (4): 04014086. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000979.
Wu, D., S. Yang, P. Wu, and L. Wang. 2015. “MOC-CFD coupled approach for the analysis of the fluid dynamic interaction between water hammer and pump.” J. Hydraul. Eng. 141 (6): 06015003. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001008.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 1January 2019

History

Received: Nov 24, 2017
Accepted: Jul 6, 2018
Published online: Oct 27, 2018
Published in print: Jan 1, 2019
Discussion open until: Mar 27, 2019

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Authors

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Tobias Köppl, Ph.D. [email protected]
Dept. of Hydromechanics, Univ. of Stuttgart, Pfaffenwaldring 61, 70569 Stuttgart, Germany (corresponding author). Email: [email protected]
Mikhail Fedoseyev [email protected]
Dept. of Engineering of Oil and Gas Pipelines, Gubkin Russian State Univ. of Oil and Gas, Leninsky Ave. 65, 119991 Moscow, Russia. Email: [email protected]
Rainer Helmig [email protected]
Professor, Dept. of Hydromechanics, Univ. of Stuttgart, Pfaffenwaldring 61, 70569 Stuttgart, Germany. Email: [email protected]

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