Volume 5 Issue 2
Jun.  2012
Turn off MathJax
Article Contents
Jing YIN, Zhi-li ZOU, Ping DONG, Hai-fei ZHANG, Guo-qiang WU, Yi-nan PAN. 2012: Experimental research on unstable movements of sandbars under wave actions. Water Science and Engineering, 5(2): 175-190. doi: 10.3882/j.issn.1674-2370.2012.02.006
Citation: Jing YIN, Zhi-li ZOU, Ping DONG, Hai-fei ZHANG, Guo-qiang WU, Yi-nan PAN. 2012: Experimental research on unstable movements of sandbars under wave actions. Water Science and Engineering, 5(2): 175-190. doi: 10.3882/j.issn.1674-2370.2012.02.006

Experimental research on unstable movements of sandbars under wave actions

doi: 10.3882/j.issn.1674-2370.2012.02.006
Funds:  the National Natural Science Foundation of China (Grant No. 51079024).
More Information
  • Corresponding author: Jing YIN
  • Received Date: 2011-07-26
  • Rev Recd Date: 2011-11-09
  • This study is motivated by recognition of complex sandbar evolution patterns under wave actions inside the surf zone. A series of physical model experiments were conducted in a wave flume to investigate sandbar migration under various wave conditions, including wave groups, regular waves, and random waves. It was observed that under certain wave conditions sandbars move alternately shoreward and seaward rather than continuously in the same direction. The measurements show that the unstable movement of sandbars is closely related to the amplitude modulation of waves. Smaller amplitude modulation tends to produce more intense unstable bar movements. Data analysis further shows that the sandbar migration does not seem to be a passive response of the sea bed to wave forcing, but is most likely caused by the feedback interaction between waves and bed topography.

     

  • loading
  • Baldock, T. E., Manoonvoravong, P., and Pham, K. S. 2010. Sediment transport and beach morphodynamics induced by free long waves, bound long waves and wave groups. Coastal Engineering, 57(10), 898-916. [doi: 10.1016/j.coastaleng.2010.05.006]
    Beetham, E. P., and Kench, P. S. 2011. Field observations of infragravity waves and their behaviour on rock shore platforms. Earth Surface Processes and Landforms, 36(14), 1872-1888. [doi: 10.1002/esp.2208]
    Burg, J. P. 1975. Maximum Entropy Spectral Analysis. Ph. D. Dissertation. Stanford: Stanford University.
    Dally, W. R., and Barkaszi, S. F., Jr. 1994. High-resolution measurements of sand suspension by plunging breakers in a large wave channel. Proceedings of Coastal Dynamics ’94, 263-277. New York: ASCE.
    Dean, R. G. 1977. Equilibrium Beach Profiles: U.S. Atlantic and Gulf Coasts. Newark: Department of Civil Engineering, University of Delaware.
    Dong, G. H., Ma, X. Z., Perlin, M., Ma, Y. X., Yu, B., and Wang, G. 2009. Experimental study of long wave generation on sloping bottoms. Coastal Engineering, 56(1), 82-89. [doi: 10.1016/j.coastaleng.2008.10.002]
    Elgar, S., Gallagher, E. L., and Guza, R. T. 2001. Nearshore sandbar migration. Journal of Geophysical Research, 106(C6), 11623-11627. [doi: 10.1029/2000JC000389]
    Falques, A., Coco, G., and Huntly, D. A. 2000. A mechanism for the generation of wave driven rhythmic pattern in surf zone. Journal of Geophysical Research, 105(C10), 24071-24088. [doi:10.1029/ 2000JC900100]
    Hoefel, F., and Elgar, S. 2003. Wave-induced sediment transport and sandbar migration. Science, 299(5614), 1885-1887. [doi: 10.1126/science.1081448]
    Kraus, N. C., and Smith, J. M. 1994. SUPERTANK Laboratory Data Collection Project. Vicksburg: U.S. Army Engineer Waterways Experiment Station.
    Larson, M., and Kraus, N. C. 1989. SBEACH: Numerical Model for Simulating Storm-induced Beach Change: Report 1, Empirical Foundation and Model Development. Vicksburg: U.S. Army Engineer Waterways Experiment Station.
    Plant, N. G., Ruessink, B. G., and Wijnberg, K. M. 2001. Morphologic properties derived from a simple cross-shore sediment transport model. Journal of Geophysical Research, 106(C1), 945-962. [doi: 10.1029/2000JC900143]
    Ribberink, J. S., Dohmen-Janssen, C. M., Hanes, D. M., Mclean, S. R., and Vincent, C. 2000. Near-bed sand transport mechanisms under waves: A large-scale flume experiment (Sistex99). Proceedings of the 27th International Conference on Coastal Engineering, 3263-3276. Sydney: ASCE.
    Roelvink, J. A., and Stive, M. J. F. 1989. Bar-generating cross-shore flow mechanisms on a beach. Journal of Geophysical Research, 94(C4), 4785-4800. [doi: 10.1029/JC094iC04p04785]
    Wijnberg, K. M., and Terwindt, J. H. J. 1995. Extracting decadal morphological behavior from high-resolution, long-term bathymetric surveys along the Holland coast using eigen function analysis. Marine Geology, 126(1-4), 301-330. [doi: 10.1016/0025-3227(95)00084-C]
    Wu, G. Q. 2011. Ripple, Sandbar and Bottom Sediment Transport Research. M. E. Dissertation. Dalian: Dalian University of Technology. (in Chinese)
    Yin, J., Zou, Z. L., and Li, S. 2008. Unstable sandbar movement under wave action. The Ocean Engineering, 26(1), 40-50. (in Chinese)
    Yu, J., and Mei, C. C. 2000. Formation of sand bars under surface waves. Journal of Fluid Mechanics, 416(1), 315-348.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (2907) PDF downloads(2652) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return