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Volume 43 Issue 12
Dec.  2021
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Article Contents
Li Xie,Chen Jie,Jiang Changbo, et al. Study on the influence of rigid plant roots and stems on the maximum shearing characteristics of boundary layer under regular wave[J]. Haiyang Xuebao,2021, 43(12):102–110 doi: 10.12284/hyxb2021181
Citation: Li Xie,Chen Jie,Jiang Changbo, et al. Study on the influence of rigid plant roots and stems on the maximum shearing characteristics of boundary layer under regular wave[J]. Haiyang Xuebao,2021, 43(12):102–110 doi: 10.12284/hyxb2021181

Study on the influence of rigid plant roots and stems on the maximum shearing characteristics of boundary layer under regular wave

doi: 10.12284/hyxb2021181
  • Received Date: 2020-07-10
  • Rev Recd Date: 2021-06-01
  • Available Online: 2021-12-07
  • Publish Date: 2021-12-30
  • The characteristics of the maximum shear force in the boundary layer were studied based on the wave attenuation experiment of nearshore plants considering the influence of roots. The maximum shear force characteristics of the boundary layer under two plant models, root alone and combination of roots and stems, were investigated by using the formula of boundary layer velocity calculation with plant water flow under regular waves proposed by predecessors. The shear force variation along the path and the effect of plants on the shear force attenuation characteristics of the two models were analyzed, and the formulas of the attenuation coefficients were fitted. Studies have shown that when waves pass through the plant zone, the shear force increases to a certain extent and then decreases gradually. The reduction effect of plant on shear force increases with the increase of incident wave height, and the stem contributes to the reduction effect of root group on the maximum shear force of boundary layer, and the reduction coefficient ranges from 0.06 to 0.61. The fitted formula is more suitable for shallow water.
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