Abstract

In order to investigate the complex hydrodynamics and associated sediment movement resulting from the ship passages in heavy shipping traffic waterways, field measurements were performed in a heavy shipping traffic waterway. Based on the collected waves, flow velocity and water turbidity data, the analyses of the ship-induced hydrodynamics and associated sediment suspension phenomena were conducted. The low-frequency primary wave and high-frequency secondary wave were more pronounced for a barge and yacht in the wave structure, respectively, and contributed more to the flow velocity fluctuations and the bottom shear stress. The ship-induced bottom shear stress can cause significant suspended sediment concentration increase, and there is a correlation between the maximum suspended sediment concentration and maximum ship-induced drawdown height, which can provide a reference for the waterway management.

Highlights

  • For natural alluvial rivers, their morphological parameters will be adjusted under the constant incoming water flow and sediment, and eventually reach a dynamic or quasi-equilibrium state by altering the water flow, entraining and redepositing riverbed materials [1]

  • The results show that the suspended sediment concentration changes caused by the navigation ships have a correlation with the ship-induced drawdown height, and for optical backscatter sensors (OBS) 1, the relationship shows the best agreement

  • The investigation of the ship-induced waves and the associated sediment suspension were conducted based on the field measurements results

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Summary

Introduction

Their morphological parameters will be adjusted under the constant incoming water flow and sediment, and eventually reach a dynamic or quasi-equilibrium state by altering the water flow, entraining and redepositing riverbed materials [1]. As the shipping traffic demands increase, the heavy shipping traffic puts much pressure on the hydrodynamic conditions and fluvial environment, by producing waves and associated currents, especially for the semi-enclosed or narrow waterways. E.g., estuaries or lagoons confined by tidal flats and marshlands, inland waterways, the key parameter depth Froude number is usually less than 1 due to the limited ship speed. This leads to the Kelvin wake wave being very small [2,15]. When the bottom shear stress exceeds a critical threshold value, sediment entrainment, resuspension and transport processes will occur [19]

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