Volume 2 Issue 4
Dec.  2009
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Xiang-dong ZHANG, Li-mo TANG, Tian-yi XU. 2009: Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics. Water Science and Engineering, 2(4): 52-59. doi: 10.3882/j.issn.1674-2370.2009.04.005
Citation: Xiang-dong ZHANG, Li-mo TANG, Tian-yi XU. 2009: Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics. Water Science and Engineering, 2(4): 52-59. doi: 10.3882/j.issn.1674-2370.2009.04.005

Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics

doi: 10.3882/j.issn.1674-2370.2009.04.005
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  • Corresponding author: Xiang-dong ZHANG
  • Received Date: 2010-01-13
  • Rev Recd Date: 2010-01-12
  • Sand ripples are common bedforms. The formation of sand ripples is related to flow conditions; different flow conditions cause different ripple geometries. The main aim of this study was to assess the relationship between flow intensity and two-dimensional ripple geometry characteristics. The experiments were carried out in a laboratory flume with natural sand whose bulk density was 2 650 kg/m3 and median diameter was 0.41 mm. The Froude number (Fr), a flow intensity parameter, varied from 0.16 to 0.53, entirely within the subcritical range. Two-dimensional sand ripple geometry was measured and processed via statistical methods. The probability distributions of ripple length and height were obtained with different flow conditions. Through dimensionless analysis, the relationship between the flow intensity parameter (grain size Reynolds number ) and the sand ripple geometry characteristic length ( ) and height ( ) was analyzed, and two formulas were obtained: and , which are consistent with previous research results.

     

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  • Baas, J. H. 1994. A flume study on the development and equilibrium morphology of current ripples in very fine sand. Sedimentology, 41(2), 185-209. [doi: 10.1111/j.1365-3091.1994.tb01400.x]
    Baas, J. H. 2003. Ripple, ripple mark, and ripple structure. Middleton, G. V., ed., Encyclopedia of Sediments and Sedimentary Rocks, 565-568. Dordrecht: Kluwer Academic Publishers.
    Bennett, S. J., and Best, J. L. 1995. Mean flow and turbulence structure over fixed, two-dimensional dunes: Implications for sediment transport and bedform stability. Sedimentology, 42(3), 491-513. [doi:10.1111/ j.1365-3091.1995.tb00386.x]
    Best, J., and Kostaschuk, R. 2002. An experimental study of turbulent flow over a low-angle dune. Journal of Geophysical Research, 107(C9), 3135-3154. [doi: 10.1029/2000JC000294]
    Coleman, S. E., and Melville, B. W. 1996. Initiation of bed forms on a flat sand bed. Journal of Hydraulic Engineering, 122(6), 301-310. [doi: 10.1061/(ASCE)0733-9429(1996)122:6(301)]
    Coleman, S. E., and Eling, B. 2000. Sand wavelets in laminar open-channel flows. Journal of Hydraulic Research, 38(5), 331-338.
    Gabel, S. L. 1993. Geometry and kinematics of dunes during steady and unsteady flows in the Calamus River, Nebraska, USA. Sedimentology, 40(2), 237-269. [doi: 10.1111/j.1365-3091.1993.tb01763.x]
    Hyun, B. S., Balachandar, R., Yu, K., and Patel, V. C. 2003. PIV/LDV Measurements of Mean Velocity and Turbulence in a Complex Open Channel Flow, IIHR Technical Report No. 424. Iowa City: IIHR-Hydroscience and Engineering, College of Engineering, University of Iowa.
    Julien, P. Y., and Klaassen, G. J. 1995. Sand-dune geometry of large rivers during floods. Journal of Hydraulic Engineering, 121(9), 657-663. [doi: 10.1061/(ASCE)0733-9429(1995)121:9(657)]
    Lei, S. 1992. A Regime Theory Based on the Minimization of the Froude Number. Ph. D. Dissertation. Kingston: Department of Civil Engineering, Queen’s University.
    Lyn, D. A. 1993. Turbulence measurements in open-channel flows over artificial bed forms. Journal of Hydraulic Engineering, 119(3), 306-326. [doi: 10.1061/(ASCE)0733-9429(1993)119:3(306)]
    McLean, S. R., Nelson, J. M., and Wolfe, S. R. 1994. Turbulence structure over two-dimensional bed forms: Implications for sediment transport. Journal of Geophysical Research, 99(C6), 12729-12747.
    McLean, S. R., Wolfe, S. R., and Nelson, J. M. 1999. Spatially averaged flow over a wavy boundary revisited. Journal of Geophysical Research, 104(C7), 15743-15753.
    Nikora, V. I., and McLean, S. R. 2001. Environmental flows over rough beds: A spatial averaging approach. Proceedings of the 3rdInternational Symposium on Environmental Hydraulics. Tempe: International Association for Hydraulic Research.
    Qian, N., and Wan, Z. H. 1983. Sediment Motion Mechanics. Beijing: Science Press. (in Chinese)
    Raudkivi, A. J. 1997. Ripple on stream bed. Journal of Hydraulic Engineering, 123(1), 58-64.[doi:10.1061/ (ASCE)0733-9429(1997)123:1(58)]
    Rauen, W. B., Lin, B. L., and Falconer, R. A. 2008. Transition from wavelets to ripples in a laboratory flume with a diverging channel. International Journal of Sediment and Research, 23(1), 1-12.
    Venditti, J. G., and Bennett, S. J. 2000. Spectral analysis of turbulent flow and suspended sediment transport over fixed dunes. Journal of Geophysical Research, 105(C9), 22035-22047.
    Wiberg, P. L., and Nelson, J. M. 1992. Unidirectional flow over asymmetric and symmetric ripples. Journal of Geophysical Research, 97(C8), 12745-12761. [doi: 10.1029/92JC01228]
    Yalin, M. S. 1985. On the determination of ripple geometry. Journal of Hydraulic Engineering, 111(8), 1148-1155. [doi: 10.1061/(ASCE)0733-9429(1985)111:8(1148)]
    Zheng, Z. Z., and Wang, S. Y. 1985. Ripple formation reason and calculation. Journal of Hydraulic Engineering, 16(4), 37-44. (in Chinese)
    Zhou, D., and Mendoza, C. 2005. Growth model for sand wavelets. Journal of Hydraulic Engineering, 131(10), 866-876. [doi: 10.1061/(ASCE)0733-9429(2005)131:10(866)]
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