Volume 7 Issue 2
Apr.  2014
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Article Navigation >  Water Science and Engineering  > 2014  >  7(2): 194-207
He-fang JING, Chun-guang LI, Ya-kun GUO, Li-jun ZHU, Yi-tian LI. 2014: Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River. Water Science and Engineering, 7(2): 194-207. doi: 10.3882/j.issn.1674-2370.2014.02.007
Citation: He-fang JING, Chun-guang LI, Ya-kun GUO, Li-jun ZHU, Yi-tian LI. 2014: Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River. Water Science and Engineering, 7(2): 194-207. doi: 10.3882/j.issn.1674-2370.2014.02.007
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Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River

doi: 10.3882/j.issn.1674-2370.2014.02.007
  • 1.

    School of Civil Engineering, Beifang University of Nationalities, Yinchuan 750021, P. R. China

  • 2.

    School of Engineering, University of Aberdeen, Aberdeen AB24 3UE, UK

  • 3.

    School of Mathematics and Information Science, Beifang University of Nationalities, Yinchuan 750021, P. R. China

  • 4.

    State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, P. R. China

Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 11361002 and 91230111), the Natural Science Foundation of Ningxia, China (Grant No. NZ13086), the Project of Beifang University of Nationalities, China (Grant No. 2012XZK05), the Foreign Expert Project of Beifang University of Nationalities, China, and the Visiting Scholar Foundation of State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, China (Grant No. 2013A011).
More Information
  • Corresponding author: Chun-guang LI
  • Received Date: 2012-10-17
  • Rev Recd Date: 2013-05-20
    Abstract
  • The upper reach of the Yellow River from Daliushu to Shapotou consists of five bends and has complex topography. A two-dimensional Re-Normalisation Group (RNG) k-ε model was developed to simulate the flow in the reach. In order to take the circulation currents in the bends into account, the momentum equations were improved by adding an additional source term. Comparison of the numerical simulation with field measurements indicates that the improved two-dimensional depth-averaged RNG k-ε model can improve the accuracy of the numerical simulation. A rapid adaptive algorithm was constructed, which can automatically adjust Manning’s roughness coefficient in different parts of the study river reach. As a result, not only can the trial computation time be significantly shortened, but the accuracy of the numerical simulation can also be greatly improved. Comparison of the simulated and measured water surface slopes for four typical cases shows that the longitudinal and transverse slopes of the water surface increase with the average velocity upstream. In addition, comparison was made between the positions of the talweg and the main streamline, which coincide for most of the study river reach. However, deviations between the positions of the talweg and the main streamline were found at the junction of two bends, at the position where the river width suddenly decreases or increases.

     

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    • References(23)
  • Amano, R. S. 1984. Development of a turbulence near-wall model and its application to separated and reattached flows. Numerical Heat Transfer, 7(1) 59-75. [doi: 10.1080/01495728408961811]
    Guo, Y. K., Wang, P. Y., and Zhou, H. J. 2007. Modeling study of the flow past irregularities in a pressure conduit. Journal of Hydraulic Engineering, 133(6), 698-702. [doi:10.1061/(ASCE)0733-9429 (2007) 133:6(698)]
    Guo, Y. K., Zhang, L. X., Shen, Y. M., and Zhang, J. S. 2008. Modeling study of free overfall in a rectangular channel with strip roughness. Journal of Hydraulic Engineering, 134(5), 664-668. [doi: 10.1061/(ASCE) 0733-9429(2008)134:5(664)]
    Guo, Y. K., Wu, X. G., Pan, C. H., and Zhang, J. S. 2012. Numerical simulation of the tidal flow and suspended sediment transport in the Qiantang Estuary. Journal of Waterway, Port, Coastal. and Ocean Engineering, 138(3), 192-202. [doi: 10.1061/(ASCE)WW.1943-5460.0000118]
    Hayase, T., Humphrey, J. A. C., and Greif, G. 1992. A consistently formulated QUICK scheme for fast and stable convergence using finite-volume iterative calculation procedures. Journal of Computational Physics, 98(1), 108-118. [doi: 10.1016/0021-9991(92)90177-Z]
    Humphery, J. A. C., and Pourahmadi, F. 1983. Prediction of curved channel flow with an extended k-ε model of turbulence. AIAA Journal, 21(10), 1365-1373. [doi: 10.2514/3.8255]
    Jing, H. F., Guo, Y. K., Li, C. G., and Zhang, J. S. 2009. Three-dimensional numerical simulation of compound meandering open channel flow by the Reynolds stress model. International Journal for Numerical Methods in Fluids, 59(8), 927-943. [doi: 10.1002/?d.1855]
    Jing, H. F., Li, C. G., Guo, Y. K., and Xu, W. L. 2011. Numerical simulation of turbulent flows in trapezoidal meandering compound open channels. International Journal for Numerical Methods in Fluids, 65(9), 1071-1083. [doi: 10.1002/?d.2229]
    Kang, H., and Choi, S. U. 2006. Reynolds stress modelling of rectangular open-channel flow. International Journal for Numerical Methods in Fluids, 51(11), 1319-1334. [doi: 10.1002/fld.1157]
    Khosla, P. K., and Rubin, S. G. 1974. A diagonally dominant second order accurate implicit scheme. Computers and Fluids, 2(2), 207-209. [doi: 10.1016/0045-7930(74)90014-0]
    Kimura, I., Onda, S., Hosoda, T., and Shimizu, Y. 2010. Computations of suspended sediment transport in a shallow side-cavity using depth-averaged 2D models with effects of secondary currents. Journal of Hydro-environment Research, 4(2), 153-161. [doi: 10.1016/j.jher.2010.04.008]
    Launder, B. E., and Spalding, D. B. 1974. The numerical compuation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 3(2), 269-289. [doi: 10.1016/0045-7825(74)90029-2]
    Lien, H. C., Hsieh, T. Y., Yang, J. C., and Yeh, K. C. 1999. Bend-flow simulation using 2D depth-averaged model. Journal of Hydraulic Engineering, 125(10), 1097-1108. [doi:10.1061/(ASCE)0733-9429 (1999)125:10(1097)]
    Liu, Y. L., and Liu, Z. 2007. Numerical simulation to flows in curved channels. Chinese Journal of Applied Mechanics, 24(2), 310-312. (in Chinese). [doi: 1000-4939(2007)02-0310-03]
    Molls, T., and Chaudhry, M. H. 1995. Depth-averaged open-channel flow model. Journal of Hydraulic Engrgineering, 121(6), 453-465. [doi: 10.1061/(ASCE)0733-9429(1995)121:6(453)]
    Nagata, T., Hosoda, T., Muramoto, Y., and Rahman, M. M. 1997. Development of the numerical model to forecast the channel processes with bank erosion. Proceedings of the 4th Japan-Chinese (Taipei) Joint Seminar on Natural Hazard Mitigation, 167-176.
    Pezzinga, G. 1994. Velocity distribution in compound channel flows by numerical modeling. Journal of Hydraulic Engineering, 120(10), 1176-1198. [doi: 10.1061/(ASCE)0733-9429(1994)120:10(1176)]
    Speziale, C. G., and Thangam, S. 1992. Analysis of an RNG based turbulence model for separated flows. International Journal of Engineering Science, 30(10), 1379-1388. [doi: 10.1016/0020-7225(92)90148-A]
    Sugiyama, H., Hitomi, D., and Saito, T. 2006. Numerical analysis of turbulent structure in compound meandering open channel by algebraic Reynolds stress model. International Journal for Numerical Methods in Fluids, 51(7), 791-818. [doi: 10.1002/fld.1159]
    Thomas, P. D., and Middlecoff, J. F. 1980. Direct control of the grid point distribution in meshes generated by elliptic equations. AIAA Journal, 18(6), 652-656. [doi: 10.2514/3.50801]
    Versteeg, H. K., and Malalasekera, W. 1995. An Introduction to Computational Fluid Dynamics—The Finite Volume Method. 1st ed. Harlow: Addison Wesley Longman Limited.
    Wu, X. G., Shen, Y. M., Zheng, Y. H., and Wang, P. Y. 2003. 2-D flow SIMPLEC algorithm in non-orthogonal curvilinear coordinates. Journal of Hydraulic Engineering, 48(2), 25-30. (in Chinese).
    Yakhot, V., and Orzag, S. A. 1986. Renomalization group analysis of turbulence. I: basic theory. Journal of Scientific Computing, 1(1), 3-51. [doi: 10.1007/BF01061452]
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