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Review Articles

Accuracy and comparison of standard k-ϵ with two variants of k-ω turbulence models in fluvial applications

, , ORCID Icon, ORCID Icon &
Pages 216-235 | Received 02 May 2016, Accepted 12 Oct 2017, Published online: 06 Nov 2017

References

  • Abad, J. D., & Garcìa, M. H. (2009). Experiments in a high amplitude Kinoshita meandering channel: 1. Implications of bend orientation on mean and turbulent flow structure. Water Resources Research, 45(2), doi: 1029/2008WR007016
  • Asnaashari, A., Akhtari, A. A., Dehghani, A. A., & Bonakdari, H. (2016). Experimental and numerical investigation of the flow field in the gradual transition of rectangular to trapezoidal open channels. Engineering Applications of Computational Fluid Mechanics, 10(1), 272–282. doi: 10.1080/19942060.2016.1149102
  • Beaulieu, S. E., Sengco, M. R., & Anderson, D. M. (2005). Using clay to control harmful algal blooms: Deposition and resuspension of clay/algal flocs. Harmful Algae, 4(1), 123–138. doi: 10.1016/j.hal.2003.12.008
  • Blanckaert, K., & De Vriend, H. J. (2005). Turbulence characteristics in sharp open-channel bends. Physics of Fluids, 17(5), 055102. doi: 10.1063/1.1886726
  • Blanckaert, K., & Lemmin, U. (2006). Means of noise reduction in acoustic turbulence measurements. Journal of Hydraulic Research, 44(1), 3–17. doi: 10.1080/00221686.2006.9521657
  • Cheng, G. C., & Farokhi, S. (1992). On turbulent flows dominated by curvature effects. Journal of Fluids Engineering, 114(1), 52–57. doi: 10.1115/1.2909999
  • De Vriend, H. (1981). Steady flow in shallow channel bend (Doctoral dissertation). Delft University of Technology.
  • Dietrich, W. E., & Smith, J. D. (1983). Influence of the point bar on flow through curved channels. Water Resources Research, 19(5), 1173–1192. doi: 10.1029/WR019i005p01173
  • Farhadi, A., Sindelar, C., Tritthart, M., Glas, M., Blanckaert, K. & Habersack, H. (2017). An investigation on the outer bank cell of secondary flow in channel bends. Journal of Hydro-Environment Research. doi: 10.1016/j.jher.2017.10.004
  • Farhadi, A., Sindelar, C., Tritthart, M., Glas, M., & Habersack, H. (2016). An experiment on turbulent intensities and their contribution to the turbulent kinetic energy in the open channel bend. Proceedings of the International Conference on Fluvial Hydraulics, River Flow 2016, IAHR, St. Louis.
  • Farhadi, A., Tritthart, M., Glas, M., & Habersack, H. (2014). Experiments on two consecutive open channel bends. Proceedings of the International Conference on Fluvial Hydraulics, River Flow 2014, IAHR, Lausanne.
  • Ferziger, J. H., & Péric, M. (2002). Computational methods for fluid dynamics. Heidelberg: Springer.
  • Fischer-Antze, T., Olsen, N. R. B., & Gutknecht, D. (2008). Three-dimensional CFD modelling of morphological bed changes in the Danube river. Water Resources Research, 44(9), 327 W09422. doi: 10.1029/2007WR006402
  • Fischer-Antze, T., Rüther, N., Olsen, N. R. B., & Gutknecht, D. (2009). Three-dimensional (3D) modeling of non-uniform sediment transport in a channel bend with unsteady flow. Journal of Hydraulic Research, 47(5), 670–675. doi: 10.3826/jhr.2009.3252
  • Fu, C., Uddin, M., & Curley, A. (2016). Insights derived from CFD studies on the evolution of planar wall jets. Engineering Applications of Computational Fluid Mechanics, 10(1), 44–56. doi: 10.1080/19942060.2015.1082505
  • Fuhrman, D. R., Dixen, M., & Jacobsen, N. G. (2010). Physically-consistent wall boundary conditions for the k-ω turbulence model. Journal of Hydraulic Research, 48(6), 793–800. doi: 10.1080/00221686.2010.531100
  • Gibson, M. M., & Rodi, W. (1981). A Reynolds-stress closure model of turbulence applied to the calculation of a highly curved mixing layer. Journal of Fluid Mechanics, 103, 161–182. doi: 10.1017/S0022112081001286
  • Goldberg, U. C., & Batten, P. (2015). A wall-distance-free version of the SST turbulence model. Engineering Applications of Computational Fluid Mechanics, 9(1), 33–40. doi: 10.1080/19942060.2015.1004791
  • Harii, S., & Kayanne, H. (2002). Larval settlement of corals in flowing water using a racetrack flume. Marine Technology Society Journal, 36(1), 76–79. doi: 10.4031/002533202787914188
  • Hauer, C., Unfer, G., Tritthart, M., Formann, E., & Habersack, H. (2011). Variability of mesohabitat characteristics in riffle-pool reaches: Testing an integrative evaluation concept (FGC) for MEM-application. River Research and Applications, 27(4), 403–430. doi: 10.1002/rra.1357
  • Hellsten, A. K. (2005). New advanced kw turbulence model for high-lift aerodynamics. AIAA Journal, 43(9), 1857–1869. doi: 10.2514/1.13754
  • Kang, S., & Sotiropoulos, F. (2012). Assessing the predictive capabilities of isotropic, eddy viscosity Reynolds-averaged turbulence models in a natural-like meandering channel. Water Resources Research, 48(6), 353 W06505:1-12. doi: 10.1029/2011WR011375
  • Khosronejad, A., Rennie, C. D., Salehi Neyshabouri, S. A. A., & Townsend, R. D. (2007). 3D numerical modeling of flow and sediment transport in laboratory channel bends. Journal of Hydraulic Engineering, 133(10), 1123–1134. doi: 10.1061/(ASCE)0733-9429(2007)133:10(1123)
  • Kok, J. C. (2000). Resolving the dependence on freestream values for the k-turbulence model. AIAA Journal, 38(7), 1292–1295. doi: 10.2514/2.110
  • Koken, M., Constantinescu, G., & Blanckaert, K. (2013). Hydrodynamic processes, sediment erosion mechanisms, and Reynolds number induced scale effects in an open channel bend of strong curvature with flat bathymetry. Journal of Geophysical Research: Earth Surface, 118(4), 2308–2324. doi: 10.1002/2013JF002760
  • Larsen, L. G., Harvey, J. W., & Crimaldi, J. P. (2009). Morphologic and transport properties of natural organic floc. Water Resources Research, 45(1), 339. doi: 10.1029/2008WR006990
  • Launder, B. E., & Spalding, D. B. (1974). The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 3(2), 269–289. doi: 10.1016/0045-7825(74)90029-2
  • Lechner, A., Keckeis, H., Schludermann, E., Loisl, F., Humphries, P., Glas, M., … Habersack, H. (2014). Shoreline configurations affect dispersal patterns of fish larvae in a large river. ICES Journal of Marine Science, 71(4), 930–942. doi: 10.1093/icesjms/fst139
  • Liedermann, M., Tritthart, M., & Habersack, H. (2013). Particle path characteristics at the large gravel-bed river Danube: Results from a tracer study and numerical modelling. Earth Surface Processes and Landforms, 38(5), 512–522. doi: 10.1002/esp.3338
  • Menter, F., Ferreira, J. C., Esch, T., & Konno, B. (2003). The SST turbulence model with improved wall treatment for heat transfer predictions in gas turbines. In Proceedings of the International Gas Turbine Congress, Tokyo, IGTC2003-TS-059.
  • Menter, F. R. (1994). Two-equation eddy-viscosity turbulence models for engineering applications. AIAA Journal, 32(8), 1598–1605. doi: 10.2514/3.12149
  • Nezu, I., & Nakagawa, H. (1993). Turbulence in open channels. Rotterdam: AA Balkema.
  • Nieto, F., Hargreaves, D. M., Owen, J. S., & Hernández, S. (2015). On the applicability of 2D URANS and SST k-ω turbulence model to the fluid-structure interaction of rectangular cylinders. Engineering Applications of Computational Fluid Mechanics, 9(1), 157–173. doi: 10.1080/19942060.2015.1004817
  • Nowell, A. R., Jumars, P. A., Self, R. F., & Southard, J. B. (1989). The effects of sediment transport and deposition on infauna: Results obtained in a specially designed flume. In Ecology of marine deposit feeders (pp. 247–268). New York, NY: Springer.
  • Peralta, C., Parente, A., Balogh, M., & Benocci, C. (2014). RANS simulation of the atmospheric boundary layer over complex terrain with a consistent k-epsilon model formulation. Proceedings of the 6th International Symposium on Computational Wind Engineering (CWE2014), 236–237.
  • Roache, P. J. (1998). Verification of codes and calculations. AIAA Journal, 36(5), 696–702. doi: 10.2514/2.457
  • Rudra Reddy, K., & Durbin, P. (2013). Formulation of a k-omega based DDES model. APS Division of Fluid Dynamics Meeting Abstracts, 4009.
  • Schieber, J. (2016). Experimental testing of the transport-durability of shale lithics and its implications for interpreting the rock record. Sedimentary Geology, 331, 162–169. doi: 10.1016/j.envpol.2016.07.055
  • Schieber, J., Southard, J., & Thaisen, K. (2007). Accretion of mudstone beds from migrating floccule ripples. Science, 318(5857), 1760–1763. doi: 10.1126/science.1147001
  • Schludermann, E., Tritthart, M., Humphries, P., & Keckeis, H. (2012). Dispersal and retention of larval fish in a potential nursery habitat of a large temperate river: An experimental study. Canadian Journal of Fisheries and Aquatic Sciences, 69(8), 1302–1315. doi: 10.1139/f2012-061
  • Tritthart, M. (2005). Three-dimensional numerical modelling of turbulent river flow using polyhedral finite volumes (Doctoral dissertation). Vienna University of Technology, Vienna.
  • Tritthart, M., Glas, M., Liedermann, M., & Habersack, H. (2014). Numerical Study of Morphodynamics and Ecological Parameters Following Alternative Groyne Layouts at the Danube River. Proceedings of 11th International Conference on Hydroscience & Engineering, Hamburg, 684–692.
  • Tritthart, M., & Gutknecht, D. (2007). Three-dimensional simulation of free-surface flows using polyhedral finite volumes. Engineering Applications of Computational Fluid Mechanics, 1(1), 1–14. doi: 10.1080/19942060.2007.11015177
  • Tritthart, M., Liedermann, M., & Habersack, H. (2009). Modelling spatio-temporal flow characteristics in groyne fields. River Research and Applications, 25(1), 62–81. doi: 10.1002/rra.1169
  • Tritthart, M., Mayrhofer, A., Glas, M., Glock, K., & Habersack, H. (2015). Comparison of the k-epsilon and k-omega turbulence models in a laboratory and a river modeling context. E-proceedings of the 36th IAHR World Congress, The Hague.
  • Tritthart, M., Schober, B., & Habersack, H. (2011). Non-uniformity and layering in sediment transport modelling 1: Flume simulations. Journal of Hydraulic Research, 49, 325–334. doi: 10.1080/00221686.2011.583528
  • Tritton, D. J. (1977). Physical fluid dynamics. New York, NY: Van Nostrand Reinhold. doi: 10.1007/978-94-009-9992-3
  • Versteeg, H. K., & Malalasekera, W. (2007). An introduction to computational fluid dynamics: The finite volume method. New York, NY: Pearson Education.
  • Wang, P., Hu, B., Wang, C., & Lei, Y. (2015). Phosphorus adsorption and sedimentation by suspended sediments from Zhushan Bay, Taihu lake. Environmental Science and Pollution Research, 22(9), 6559–6569. doi: 10.1007/s11356-015-4114-6
  • Wilcox, D. C. (1988). Reassessment of the scale-determining equation for advanced turbulence models. AIAA Journal, 26(11), 1299–1310. doi: 10.2514/3.1004
  • Wilcox, D. C. (2008). Formulation of the k-ω turbulence model revisited. AIAA Journal, 46(11), 2823–2838. doi: 10.2514/1.36541