Volume 39 Issue 5
May  2020
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Mingzheng Wen, Yonggang Jia, Zhenhao Wang, Shaotong Zhang, Hongxian Shan. Wave flume experiments on dynamics of the bottom boundary layer in silty seabed[J]. Acta Oceanologica Sinica, 2020, 39(5): 96-104. doi: 10.1007/s13131-020-1571-7
Citation: Mingzheng Wen, Yonggang Jia, Zhenhao Wang, Shaotong Zhang, Hongxian Shan. Wave flume experiments on dynamics of the bottom boundary layer in silty seabed[J]. Acta Oceanologica Sinica, 2020, 39(5): 96-104. doi: 10.1007/s13131-020-1571-7

Wave flume experiments on dynamics of the bottom boundary layer in silty seabed

doi: 10.1007/s13131-020-1571-7
Funds:  The National Natural Science Foundation of China under contract Nos 41427803 and 41807229; the Joint Fund of NSFC and Marine Science Research Centers of Shandong Province of China under contract No. U1606401; China Geological Survey Program under contract No. 121201006000182401.
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  • Corresponding author: E-mail: yonggang@ouc.edu.cn
  • Received Date: 2019-06-10
  • Accepted Date: 2019-07-13
  • Available Online: 2020-12-28
  • Publish Date: 2020-05-25
  • The objectives of this study are carried out a series of controlled large wave flume experiments using fine-grained sediment from the Huanghe River Delta, exploring the complete sequence of sediment behavior in the bottom boundary layer (BBL) during wave-induced liquefaction. The results show that: (1) The BBL in silty seabed is exposed to a progressive wave, goes through a number of different stages including compaction before liquefaction, sediment liquefaction, and compaction after liquefaction, which determines the range and thickness of BBL. (2) With the introduction of waves, first, the sediment surface has settled by an amount S (S=1–2 cm) in the course of wave loadings with an insufficient accumulation of pore water pressure. And a thin high concentration layer formed the near-bed bottom. (3) Once the liquefaction sets in, the liquefied sediment with an ‘orbital motion’ and the sub-liquefied sediment form a two-layer-sediment region. The range of BBL extends downwards and stopped at a certain depth, subsequently, develops upwards with the compaction process. Meanwhile, re-suspended sediments diffuse to the upper water column. (4) During the dynamics process of the BBL beneath progressive waves, the re-suspended sediment increment ranked as sediment liquefaction > erosion before liquefaction > compaction after liquefaction.
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  • [1]
    Bowden K F. 1978. Physical problems of the benthic boundary layer. Geophysical Surveys, 3(3): 255–296. doi: 10.1007/BF01449556
    [2]
    Bruens A. 2003. Entrainment mud suspensions [dissertation}. Delft, The Netherlands: Delft University of Technology.
    [3]
    Chang H K, Shih C J, Liu T J, et al. 2012. Curtain coating of dilute suspensions. Polymer Engineering and Science, 52(1): 1–11. doi: 10.1002/pen.22031
    [4]
    Guo Lei, Wen Mingzheng, Shan Hongxian, et al. 2016. Study on re-suspension process of seabed sediment induced by wave. Marine Geology & Quaternary Geology (in Chinese), 36(5): 181–188
    [5]
    Hir P L, Bassoullet P, Jestin H. 2000. Application of the continuous modeling concept to simulate high-concentration suspended sediment in a macrotidal estuary. Proceedings in Marine Science, 3: 229–247. doi: 10.1016/S1568-2692(00)80124-2
    [6]
    Ingliss C C, Allen F H. 1957. The regimen of the Thamcs as affected by currents, salinities and river Row. Proceedings of the Institute of Civil Engineers, 7: 827–878. doi: 10.1680/iicep.1957.2705
    [7]
    Jeng D S. 2001. Mechanism of the wave-induced seabed instability in the vicinity of a breakwater: a review. Ocean Engineering, 28(5): 537–570. doi: 10.1016/S0029-8018(00)00013-5
    [8]
    Jeng D S. 2013. Porous Models for Wave-seabed Interactions. Berlin: Springer, 95–120
    [9]
    Jia Yonggang, Zhang Liping, Zhang Jiewen, et al. 2014. Effects of wave-induced seabed liquefaction on sediment re-suspension in the Yellow River Delta. Ocean Engineering, 89: 146–156. doi: 10.1016/j.oceaneng.2014.08.004
    [10]
    Kantha L H, Clayson C A, Moum J. 2000. Small scale processes in geophysical fluid flows. Physics Today, 54(10): 74–75
    [11]
    Kineke G C, Sternberg R W, Trowbridge J H, et al. 1996. Fluid-mud processes on the Amazon continental shelf. Continental Shelf Research, 16(5–6): 667–696. doi: 10.1016/0278-4343(95)00050-X
    [12]
    Krone R B. 1962. Flume studies of the transport of sediment in estuarial shoaling process. Berkeley: Hydraulic Engineering Laboratory and Sanitary Engineering Laboratory, University of California, 110.
    [13]
    Liu Xiaolei, Jia Yonggang, Zheng Jiewen, et al. 2013. Experimental evidence of wave-induced inhomogeneity in the strength of silty seabed sediments: Yellow River Delta, China. Ocean Engineering, 59: 120–128. doi: 10.1016/j.oceaneng.2012.12.003
    [14]
    Liu Xiaolei, Jia Yonggang, Zheng Jiewen, et al. 2016. An experimental investigation of wave-induced sediment responses in a natural silty seabed: New insights into seabed stratification. Sedimentology, 64(2): 508–529. doi: 10.1111/sed.12312
    [15]
    Lueck R. 2001. Turbulence in the benthic boundary layer. In: Steele J H, ed. Encyclopedia of Ocean Sciences. London: Elsevier Science Ltd, 265(1322): 3057–3063
    [16]
    McKee B A, Aller R C, Allison M A, et al. 2004. Transport and transformation of dissolved and particulate materials on continental margins influenced by major rivers: benthic boundary layer and seabed processes. Continental Shelf Research, 24(7–8): 899–926. doi: 10.1016/j.csr.2004.02.009
    [17]
    Miyamoto J, Sassa S, Sekiguchi H. 2004. Progressive solidification of a liquefied sand layer during continued wave loading. Géotechnique, 54(10): 617–629. doi: 10.1680/geot.2004.54.10.617
    [18]
    Mörz T, Karlik E A, Kreiter S, et al. 2007. An experimental setup for fluid venting in unconsolidated sediments: New insights to fluid mechanics and structures. Sedimentary Geology, 196(1–4): 251–267. doi: 10.1016/j.sedgeo.2006.07.006
    [19]
    Prior D B, Yang Z S, Bornhold B D, et al. 1986. The subaqueous delta of the modern huanghe (yellow river). Geo-Marine Letters, 6(2): 67–75. doi: 10.1007/BF02281642
    [20]
    Ross M A. 1988. Vertical structure of estuarine fine sediment suspensions [dissertation}. Gainesville, FL: University of Florida, 188
    [21]
    Sumer B M, Hatipoglu F, Fredsøe J. 2004. The cycle of soil behaviour during wave liquefaction. Book of Abstracts, Procedings of 29th International Conference on Coastal Engineering, ICCE. Lisbon: ICCE 2004 Organizing Committee, 171–171
    [22]
    Sumer B M, Hatipoglu F, Fredsøe J, et al. 2006. The sequence of sediment behaviour during wave-induced liquefaction. Sedimentology, 53(3): 611–629. doi: 10.1111/j.1365-3091.2006.00763.x
    [23]
    Sun Yongfu, Dong Lifeng, Song Yupeng. 2008. Analysis of characteristics and formation of disturbed soil on subaqueous delta of Yellow River. Rock and Soil Mechanics (in Chinese), 29(6): 1494–1499
    [24]
    Van Den Berg J H, Gelder V. 1993. Prediction of suspended bed material transport in flows over silt and very fine sand. Water Resources Research, 29(5): 1393–1404. doi: 10.1029/92WR02654
    [25]
    Wan Yuanyang, Roelvink D, Li Wehua, et al. 2014. Observation and modeling of the storm-induced fluid mud dynamics in a muddy-estuarine navigational channel. Geomorphology, 217: 23–36. doi: 10.1016/j.geomorph.2014.03.050
    [26]
    Wang Hu, Liu Hongjun, Zhang Minsheng. 2014. Pore pressure response of seabed in standing waves and its mechanism. Coastal Engineering, 91: 213–219. doi: 10.1016/j.coastaleng.2014.06.005
    [27]
    Wei Helong, Li Guangxue, Li Shaoquan. 1995. Prediction of sediment transport rate in the lower reaches of the yellow river. Marine Geology & Quaternary Geology (in Chinese), 15(4): 69–79
    [28]
    Wells J T. 1983. Dynamics of coastal fluid muds in low-, moderate-, high-tide-range environments. Canadian Journal of Fisheries and Aquatic Science, 40(S1): s130–s142. doi: 10.1139/f83-276
    [29]
    Winterwerp J C, Bruens A W, Gratiot N, et al. 2002. Dynamics of concentrated benthic suspension layers. Proceedings in Marine Science, 5: 41–55. doi: 10.1016/S1568-2692(02)80007-9
    [30]
    Wright L D, Yang Z S, Bornhold B D, et al. 1986. Hyperpycnal plumes and plume fronts over the huanghe (Yellow River) Delta front. Geo-Marine Letters, 6(2): 97–105. doi: 10.1007/BF02281645
    [31]
    Xu Guohui, Liu Zhiqin, Sun Yongfu, et al. 2016. Experimental characterization of storm liquefaction deposits sequences. Marine Geology, 382: 191–199. doi: 10.1016/j.margeo.2016.10.015
    [32]
    Xu Guohui, Wei Congcong, Sun Yongfu, et al. 2008. The engineering characteristics of shallow disturbed strata and analysis of their formation on the subaqueous Yellow River Delta. Marine Geology & Quaternary Geology (in Chinese), 28(6): 19–25
    [33]
    Zhang Shaotong, Jia Yonggang, Wen Mingzheng, et al. 2017. Vertical migration of fine-grained sediments from interior to surface of seabed driven by seepage flows-‘sub-bottom sediment pump action’. Journal of Ocean University of China, 16(1): 15–24. doi: 10.1007/s11802-017-3042-0
    [34]
    Zhang Shaotong, Jia Yonggang, Zhang Yaqi, et al. 2018a. Influence of seepage flows on the erodibility of fluidized silty sediments: parameterization and mechanisms. Journal of Geophysical Research: Oceans, 123(5): 3307–3321. doi: 10.1002/2018JC013805
    [35]
    Zhang Shaotong, Jia Yonggang, Wang Zhenhao, et al. 2018b. Wave flume experiments on the contribution of seabed fluidization to sediment resuspension. Acta Oceanologica Sinica, 37(3): 1–8. doi: 10.1007/s13131-018-1195-3
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