Chapter
Jun 3, 2021

CFD Simulation of Air–Water Interactions in Rapidly Filling Horizontal Pipe with Entrapped Air

Publication: World Environmental and Water Resources Congress 2021

ABSTRACT

One-dimensional mathematical models have been developed in order to predict pressure transients for pipes containing entrapped air undergoing rapid filling. A common hypothesis was adopted in these models, as there exists a distinct vertical air-water interface throughout the filling process. The limitation on the assumption becomes significant for pipes with large diameter, where the filling front undergoes notable deformation due to density difference and gravity effects. This study modeled air-water interactions in a horizontal pipe over rapid filling processes, by using the compressibleInterFoam solver of OpenFOAM. Both empty and partially filled pipe filling cases were simulated and compared with rigid-column models. Comprehensive analyses are presented, including detailed velocity profile, pressure distribution, temperature variation of entrapped air, and interface evolution. The results indicate that the transient water flow is analogous to water hammer flow and that the contribution of air-water mixing on the pressure oscillation damping is considerable. The findings are helpful to better understand the physics of the flow and to improve numerical models.

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REFERENCES

Cabrera, E., Abreu, J., Pérez, R., and Vela, A. (1992). “Influence of liquid length variation in hydraulic transients”. J. Hydraul. Eng., 118(12):1639-50.
Graze, H. R. (1972) “The Importance of Temperature in Air Chamber Operations.” First Int. Conf. on Pressure Surges, Paper F2, BHRA Fluid Engineering, Cranfield, Bedford, England, Sept.
Hatcher, T. M., and Vasconcelos, J. G. (2014). “Experimental study on scale effects in surges caused by sudden air pocket entrapments.” In World Environmental and Water Resources Congress 2014 (pp. 1282-1291).
Hirt, C. W., and Nichols, B. D. (1981). “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. of Comp. Phys., 39(1), 201-225.
Huang, B., and Zhu, D. Z. (2020a). “Linearized Solution for Rapid Filling of a Horizontal Pipe with Entrapped Air.” J. Eng. Mech., 146(11), 06020006.
Huang, B., and Zhu, D. Z. (2020b). “Rigid-Column Model for Rapid Filling in a Partially Filled Horizontal.” J. Hydraul. Eng., DOI: https://doi.org/10.1061/(ASCE)HY.1943-7900.0001849.
Lee, N. H. (2005). Effect of pressurization and expulsion of entrapped air in pipelines. PhD Thsis. Georgia Institute of Technology, Georgia, United States.
Ma, Z. H., Causon, D. M., Qian, L., Mingham, C. G., and Ferrer, P. M. (2016). “Numerical investigation of air enclosed wave impacts in a depressurised tank.” Ocean Engineering, 123, 15-27.
Malekpour, A., Karney, B. W., and Nault, J. (2015). “Physical Understanding of Sudden Pressurization of Pipe Systems with Entrapped Air: Energy Auditing Approach.” J. Hydraul. Eng., 142, 04015044.
Martin, C. S. (1976) “Entrapped air in pipelines.” Proc., Proc., 2nd Int. Conf. on Pressure Surges, British Hydromechanics Research Association Bedford, U.K., 15-27.
Streeter, V. L., and Wylie, E. B. (1967). Hydraulic Transients. McGraw-Hill.
Tijsseling, A. S., Hou, Q., and Bozkuş, Z. (2015). “Analytical Expressions for Liquid-Column Velocities in Pipelines with Entrapped Gas.” In ASME 2015 Pressure Vessels and Piping Conference, pp. V004T04A054-V004T04A054.
Wright, S. J. (2014). “Modeling rapid filling processes in stormwater tunnel systems.” In Proc., DSD 25th Anniversary Int. Conf., Hong Kong Drainage Services Dept., Hong Kong.
Zhou, F., Hicks, F. E., and Steffler, P. M. (2002a). “Observations of air–water interaction in a rapidly filling horizontal pipe.” J. Hydraul. Eng., 128(6), 635-639.
Zhou, F., Hicks, F., and Steffler, P. (2002b). “Transient Flow in a Rapidly Filling Horizontal Pipe Containing Trapped Air.” J. Hydraul. Eng., 128(6), 625-634.
Zhou, L., and Liu, D. (2013). “Experimental investigation of entrapped air pocket in a partially full water pipe.” J. Hydraul. Res., 51(4), 469-474.
Zhou, L., Liu, D. Y., and Ou, C. Q. (2011a). “Simulation of flow transients in a water filling pipe containing entrapped air pocket with VOF model.” Eng. Appl. Comput. Fluid Mech., 5(1), 127-140.
Zhou, L., Liu, D., Karney, B., and Zhang, Q. (2011b). “Influence of entrapped air pockets on hydraulic transients in water pipelines.” J. Hydraul. Eng., 137(12), 1686-1692.
Zhou, L., Wang, H., Karney, B., Liu, D., Wang, P., and Guo, S. (2018). “Dynamic behavior of entrapped air pocket in a water filling pipeline.” J. Hydraul. Eng., 144(8), 04018045.

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Go to World Environmental and Water Resources Congress 2021
World Environmental and Water Resources Congress 2021
Pages: 495 - 507

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Published online: Jun 3, 2021

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1Associate Professor, College of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang, China. Email: [email protected]
2Research Assistant, College of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang, China. Email: [email protected]
Jiachun Liu [email protected]
3Assistant Professor, College of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang, China. Email: [email protected]
David Z. Zhu [email protected]
4Professor, College of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang, China; Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada. Email: [email protected]

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