Details

Autor(en) / Beteiligte

• Cheng, Zhen
• Yu, Xiao
• Hsu, Tian-Jian
• Ozdemir, Celalettin E.
• Balachandar, S.

Titel

On the transport modes of fine sediment in the wave boundary layer due to resuspension/deposition: A turbulence-resolving numerical investigation

Ist Teil von

• Journal of geophysical research. Oceans, 2015-03, Vol.120 (3), p.1918-1936

Ort / Verlag

Washington: Blackwell Publishing Ltd

Erscheinungsjahr

2015

Quelle

Wiley-Blackwell Full Collection

Beschreibungen/Notizen

• Previous field observations revealed that the wave boundary layer is one of the main conduits delivering fine sediments from the nearshore to continental shelves. Recently, a series of turbulence‐resolving simulations further demonstrated the existence of a range of flow regimes due to different degrees of sediment‐induced density stratification controlled by the sediment availability. In this study, we investigate the scenario in which sediment availability is governed by the resuspension/deposition from/to the bed. Specifically, we focus on how the critical shear stress of erosion and the settling velocity can determine the modes of transport. Simulations reveal that at a given wave intensity, which is associated with more energetic muddy shelves and a settling velocity of about 0.5 mm/s, three transport modes, ranging from the well‐mixed transport (mode I), two‐layer like transport with the formation of lutocline (mode II), and laminarized transport (mode III) are obtained as the critical shear stress of erosion reduces. Moreover, reductions in the settling velocity also yield similar transitions of transport modes. We also demonstrate that the onset of laminarization can be well explained by the reduction of wave‐averaged bottom stress to about 0.39 Pa due to attenuated turbulence by sediments. A 2‐D parametric map is proposed to characterize the transition from one transport mode to another as a function of the critical shear stress and the settling velocity at a fixed wave intensity. Key Points: Sediment availability relies on critical shear stress and settling velocity Three transport modes are revealed, which depends on sediment availability Carry capacity concept is useful for the two‐layer‐like transport mode