LI Qun, XU Zhenhua, YIN Baoshu, BAI Tao, LIU Kun, WANG Yang. Modeling the interaction of an internal solitary wave with a sill[J]. Acta Oceanologica Sinica, 2015, 34(11): 32-37. doi: 10.1007/s13131-015-0745-1
Citation: LI Qun, XU Zhenhua, YIN Baoshu, BAI Tao, LIU Kun, WANG Yang. Modeling the interaction of an internal solitary wave with a sill[J]. Acta Oceanologica Sinica, 2015, 34(11): 32-37. doi: 10.1007/s13131-015-0745-1

Modeling the interaction of an internal solitary wave with a sill

doi: 10.1007/s13131-015-0745-1
  • Received Date: 2015-03-19
  • Rev Recd Date: 2015-06-14
  • A nonhydrostatic numerical model was developed and numerical experiments performed on the interaction of an internal solitary wave (ISW) with a sill, for a two-layer fluid with a diffusive interface. Based on the blocking parameter (Br), the flow was classified into three cases: (1) when bottom topography has little influence on the propagation and spatial structure of the ISW (Br<0.5), (2) where the ISW is distorted significantly by the blocking effect of the topography (though no wave breaking occurs, (0.5< Br <0.7), and (3) where the ISW is broken as it encounters and passes over the bottom topography (0.7<Br). The numerical results obtained here are consistent with those obtained in laboratory experiments. The breaking process of the incident ISW when Br≈0.7 was completely reproduced. Dissipation rate was linearly related to the blocking parameter when Br<0.7, and the maximum dissipation rate could reach about 34% as Br raised to about 1.0. After that, instead of breaking, more reflection happened. Similarly, breaking induced mixing was also most effective during Br around 1.0, and can be up to 0.16.
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