3,976
Views
18
CrossRef citations to date
0
Altmetric
Review Articles

Experiments and CFD modeling of high-velocity two-phase flows in a large chute aerator facility

ORCID Icon, &
Pages 48-66 | Received 26 Mar 2017, Accepted 27 Mar 2018, Published online: 28 Nov 2018

References

  • ANSYS. (2015). Help system, fluent multiphase flows theory guide. (Academic Research Release 15). Canonsburg: ANSYS Inc.
  • Antal, S. P., Lahey, R. T., & Flaherty, J. E. (1991). Analysis of phase distribution in fully developed laminar bubbly two-phase flow. International Journal of Multiphase Flow, 17(5), 635–652. doi: 10.1016/0301-9322(91)90029-3
  • Aydin, M. C., & Ozturk, M. (2009). Verification and validation of a computational fluid dynamics (CFD) model for air entrainment at spillway aerators. Canadian Journal of Civil Engineering, 36(5), 826–836. doi: 10.1139/L09-017
  • Bai, R., Zhang, F., Liu, S., & Wang, W. (2016). Air concentration and bubble characteristics downstream of a chute aerator. International Journal of Multiphase Flow, 87, 156–166. doi: 10.1016/j.ijmultiphaseflow.2016.07.007
  • Celik, I. B., Ghia, U., & Roache, P. J. (2008). Procedure for estimation and reporting of uncertainty due to discretization in CFD applications. Trans ASME Journal of Fluids Engineering, 130(7), 078001-1–078001-4.
  • Chanson, H. (1989). Study of air entrainment and aeration devices. Journal of Hydraulic Research, 27(3), 301–319. doi: 10.1080/00221688909499166
  • Chanson, H. (1994). Aeration and deaeration at bottom aeration devices on spillways. Canadian Journal of Civil Engineering, 21(3), 404–409. doi: 10.1139/l94-044
  • Chanson, H. (1997). Air bubble entrainment in free-surface turbulent shear flows. Brisbane: Academic Press.
  • Chanson, H., & Lubin, P. (2010). Discussion of ‘verification and validation of a computational fluid dynamics (CFD) model for air entrainment at spillway aerators’ appears in the Canadian journal of civil engineering 36(5): 826–838. Canadian Journal of Civil Engineering, 37(1), 135–138. doi: 10.1139/L09-133
  • Chanson, H., & Toombes, L. (2002). Air-water flows down stepped chutes: Turbulence and flow structure observations. International Journal of Multiphase Flow, 28, 1737–1761. doi: 10.1016/S0301-9322(02)00089-7
  • Chau, K. W., & Jiang, Y. W. (2001). 3D numerical model for Pearl River estuary. Journal of Hydraulic Engineering, 127(1), 72–82. doi: 10.1061/(ASCE)0733-9429(2001)127:1(72)
  • Chau, K. W., & Jiang, Y. W. (2004). A three-dimensional pollutant transport model in orthogonal curvilinear and sigma coordinate system for Pearl river estuary. International Journal of Environment and Pollution, 21(2), 188–198. doi: 10.1504/IJEP.2004.004185
  • Crawford, T. J., Weinberger, C. B., & Weisman, J. (1985). Two-phase flow patterns and void fractions in downward flow part I: Steady-state flow patterns. International Journal of Multiphase Flow, 11(2), 761–782. doi: 10.1016/0301-9322(85)90023-0
  • Crawford, T. J., Weinberger, C. B., & Weisman, J. (1986). Two-phase flow patterns and void fractions in downward flow. Part II: Void fractions and transient flow patterns. International Journal of Multiphase Flow, 12(2), 219–236. doi: 10.1016/0301-9322(86)90027-3
  • Deng, J., Xu, W. L., Lei, J., & Diao, M. J. (2005). Numerical simulation of hydraulic characteristics of high head spillway tunnel. Chinese Journal of Hydraulic Engineering, 36(10), 1209–1212. (in Chinese).
  • Drew, D. A., & Lahey, R. T. (1993). In particulate two-phase flow. Boston: Butterworth-Heinemann.
  • Ekambara, K., Dhotre, M. T., & Joshi, J. B. (2005). CFD simulations of bubble column reactors: 1D, 2D and 3D approach. Chemical Engineering Science, 60(23), 6733–6746. doi: 10.1016/j.ces.2005.05.047
  • Falvey, H. T. (1980). Air-water flow in hydraulic structures. Engineering Monograph 41. Denver: United States Department of the Interior, Bureau of Reclamation.
  • Falvey, H. T. (1990). Cavitation in chutes and spillways. Engineering Monograph 42. Denver: United States Department of the Interior, Bureau of Reclamation.
  • Greifzu, F., Kratzsch, C., Forgber, T., Lindner, F., & Schwarze, R. (2016). Assessment of particle-tracking models for dispersed particle-laden flows implemented in OpenFOAM and ANSYS FLUENT. Engineering Applications of Computational Fluid Mechanics, 10(1), 30–43. doi: 10.1080/19942060.2015.1104266
  • Hibiki, T., & Ishii, M. (2000). One-group interfacial area transport of bubbly flows in vertical round tubes. International Journal of Heat and Mass Transfer, 43(15), 2711–2726. doi: 10.1016/S0017-9310(99)00325-7
  • Hirt, C. W., & Nichols, B. D. (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), 201–225. doi: 10.1016/0021-9991(81)90145-5
  • ICOLD. (1987). Dam safety guidelines. Bulletin No. 59. Paris: International Committee on Large Dams.
  • ICOLD. (1992). Selection of design flood - current methods. Bulletin No. 82. Paris: International Committee on Large Dams.
  • Ishii, M., & Mishima, K. (1984). Two-fluid model and hydrodynamic constitutive relations. Nuclear Engineering and Design, 82(2), 107–126. doi: 10.1016/0029-5493(84)90207-3
  • Ishii, M., & Zuber, N. (1979). Drag coefficient and relative velocity in bubbly, droplet or particulate flows. AIChE Journal, 25(5), 843–855. doi: 10.1002/aic.690250513
  • Joshi, J. B. (2001). Computational flow modelling and design of bubble column reactors. Chemical Engineering Science, 56(21), 5893–5933. doi: 10.1016/S0009-2509(01)00273-1
  • Jothiprakash, V., Bhosekar, V. V., & Deolalikar, P. B. (2015). Flow characteristics of orifice spillway aerator: Numerical model studies. ISH Journal of Hydraulic Engineering, 21(2), 216–230. doi: 10.1080/09715010.2015.1007093
  • Kökpınar, M. A., & Göğüş, M. (2002). High-speed jet flows over spillway aerators. Canadian Journal of Civil Engineering, 29(6), 885–898. doi: 10.1139/l02-088
  • Kolev, N. I. (1977). Two-phase two-component flow (air-water steam-water) among the safety compartments of the nuclear power plants with water cooled nuclear reactors during loss of coolant accident ( PhD Thesis). Technical University Dresden, Germany.
  • Kolev, N. I. (2005). Multiphase flow dynamics 2. Thermal and mechanical interactions (2nd ed.). Berlin: Springer-Verlag.
  • Kramer, K. (2004). Development of aerated chute flow (Ph.D. dissertation). Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie, ETH, Zurich, Switzerland.
  • Kramer, K., & Hager, W. H. (2005). Air transport in chute flows. International Journal of Multiphase Flow, 31(10), 1181–1197. doi: 10.1016/j.ijmultiphaseflow.2005.06.006
  • Liu, T., & Yang, J. (2014). Three-dimensional computations of water–air flow in a bottom spillway during gate opening. Engineering Applications of Computational Fluid Mechanics, 8(1), 104–115. doi: 10.1080/19942060.2014.11015501
  • Matos, J., & Frizell, K. H. (1997). Air concentration measurements in highly turbulent aerated flow. 27th IAHR congress, San Francisco, USA.
  • Michaelides, E. E. (2003). Hydrodynamic force and heat/mass transfer from particles, bubbles, and drops—The freeman scholar lecture. Journal of Fluids Engineering, 125(2), 209–238. doi: 10.1115/1.1537258
  • Moraga, F. J., Bonetto, R. T., & Lahey, R. T. (1999). Lateral forces on spheres in turbulent uniform shear flow. International Journal of Multiphase Flow, 25(6), 1321–1372. doi: 10.1016/S0301-9322(99)00045-2
  • Orszag, S. A., Yakhot, V., Flannery, W. S., Boysan, F., Choudhury, D., Maruzewski, J., & Patel, B. (1993). Renormalization group modeling and turbulence simulations. International conference on near-wall turbulent flows, Tempe, USA.
  • Owen, G. D., & Hewitt, G. F. (1987). An improved annular two-phase flow model. 3rd BHRA Int. Conf. On multiphase flow, Hague, Netherlands.
  • Özkan, F., Wenka, A., Hansjosten, E., Pfeifer, P., & Kraushaar-Czarnetzki, B. (2016). Numerical investigation of interfacial mass transfer in two phase flows using the VOF method. Engineering Applications of Computational Fluid Mechanics, 10(1), 100–110. doi: 10.1080/19942060.2015.1061555
  • Pfister, M., & Hager, W. H. (2010a). Chute aerators. I: Air transport characteristics. Journal of Hydraulic Engineering, 136(6), 352–359. doi: 10.1061/(ASCE)HY.1943-7900.0000189
  • Pfister, M., & Hager, W. H. (2010b). Chute aerators. II: Hydraulic design. Journal of Hydraulic Engineering, 136(6), 360–367. doi: 10.1061/(ASCE)HY.1943-7900.0000201
  • Pinto, N. L. S., Neidert, S. H., & Ota, J. J. (1982). Aeration at high velocity flows. Water Power and Dam Construction, 34(2), 34–38.
  • Rahimzadeh, H., Maghsoodi, R., Sarkardeh, H., & Tavakkol, S. (2012). Simulating flow over circular spillways by using different turbulence models. Engineering Applications of Computational Fluid Mechanics, 6(1), 100–109. doi: 10.1080/19942060.2012.11015406
  • Schiller, L., & Naumann, Z. (1935). A drag coefficient correlation. Zeitschrift des Vereins Deutscher Ingenieure, 77, 318–320.
  • Schlichting, H., & Gersten, K. (2000). Boundary-layer theory (8th revised ed.). Berlin: Springer-Verlag.
  • Shi, Q. S. (2007). High-velocity aerated flow. Beijing: China Water & Power Press. (in Chinese).
  • Simonin, O., & Viollet, P. L. (1990). Modeling of turbulent two-phase jets loaded with discrete particles. In Phenomena in multiphase flows (pp. 259–269). Washington, DC: Hemisphere Publishing Corporation.
  • Sokolichin, A., Eigenberger, G., & Lapin A. (2004). Simulation of buoyancy driven bubbly flow: Established simplifications and open questions. AIChE Journal, 50(1), 24–45. doi: 10.1002/aic.10003
  • Stokes, G. G. (1880). Mathematical and physical papers. London: Cambridge University Press.
  • Tabib, M. V., Roy, S. A., & Joshi, J. B. (2008). CFD simulation of bubble column—An analysis of interphase forces and turbulence models. Chemical Engineering Journal, 139(3), 589–614. doi: 10.1016/j.cej.2007.09.015
  • Teng, P., Yang, J., & Pfister, M. (2016). Studies of two-phase flow at a chute aerator with experiments and CFD modelling. Modelling and Simulation in Engineering, 2016, 1–11. Article ID 4729128, doi: 10.1155/2016/4729128
  • Volkart, P., & Rutschmann, P. (1984). Rapid flow in spillway chutes with and without deflectors – a model-prototype comparison. Proc. Symp. On scale effects in modelling hydraulic research, Esslingen, Germany.
  • Wood, I. R. (Ed.). (1991). Air entrainment in free-surface flows. Rotterdam: A.A. Balkema.
  • Wu, C. L., & Chau, K. W. (2006). Mathematical model of water quality rehabilitation with rainwater utilization: A case study at Haigang. International Journal of Environment and Pollution, 28(3–4), 534–545. doi: 10.1504/IJEP.2006.011227
  • Xu, W. L., Wang, W., Tan, L. X., & Yang, Y. Q. (2001). Numerical simulation of air-water two-phase flows in hydraulic engineering. Chinese Journal of Hydrodynamics, 16(2), 226–230. (in Chinese).
  • Zhang, J. M., Chen, J. G., & Xu, W. L. (2011). Three-dimensional numerical simulation of aerated flows downstream sudden fall aerator expansion-in a tunnel. Journal of Hydrodynamics, Ser. B, 23(1), 71–80. doi: 10.1016/S1001-6058(10)60090-X
  • Zhang, H. W., Liu, Z. P., Zhan, D., & Wu, Y. H. (2008). Numerical simulation of aerated high velocity flow downstream of an aerator. Chinese Journal of Hydraulic Engineering, 39(12), 1302–1308. (in Chinese).