Abstract

The mechanisms that control estuarine sediment transport are complicated due to the interaction between riverine flows, tidal currents, waves, and wave-driven currents. In the past decade, severe seabed erosion and shoreline retreat along the sandy coast of western Taiwan have raised concerns regarding the sustainability of coastal structures. In this study, ADCPs (Acoustic Doppler Current Profiler) and turbidity meters were deployed at the mouth of the Zengwen river to obtain the time series and the spatial distribution of flow velocities and turbidity during the base flow and flood conditions. A nearshore circulation model, SHORECIRC, has been adapted into a hybrid finite-difference/finite-volume, TVD (Total Variation Diminishing)-type scheme and coupled with the wave-spectrum model Simulating Waves Nearshore (SWAN). Conventional finite-difference schemes often produce unphysical oscillations when modeling coastal processes with abrupt bathymetric changes at river mouths. In contrast, the TVD-type finite volume scheme allows for robust treatment of discontinuities through the shock-capturing mechanism. The model reproduces water levels, waves, currents observed at the mouth of the Zengwen River reasonably well. The simulated residual sediment transport patterns demonstrate that the transport process at the river mouth is dominated by the interaction of the bathymetry and wave-induced currents when the riverine discharge was kept in reservoirs. The offshore residual transport causes erosion at the northern part of the river mouth, and the onshore residual transport causes accretion in the ebb tidal shoals around the center of the river mouth. The simulated morphological evolution displays significant changes on shallower deltas. The location with significant sea bed changes is consistent with the spot in which severe erosion occurred in recent years. Further analysis of morphological evolution is also discussed to identify the role of coastal structures, for example, the extension of the newly constructed groins near the river mouth.

Highlights

  • Understanding hydrodynamics and sediment transport in the coastal zone is crucial for coastal protection, sustainable maintenance, and decision support, which are in accordance with social, economic, and ecological requirements

  • The analysis shows that the sediment flux outside the breaker zone

  • Circulations can be generated under the inwaves, and bathymetry

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Summary

Introduction

Understanding hydrodynamics and sediment transport in the coastal zone is crucial for coastal protection, sustainable maintenance, and decision support, which are in accordance with social, economic, and ecological requirements. Numerical models are widely used by engineers to simulate bathymetric change due to the interactions of coastal processes and ocean structures [1,2,3,4]. Comprehensive predictions based on numerical simulations provide the information for engineering and ecosystem applications. There is a need for the development of the modeling approach based on comprehensive field measurements. This study tends to combine field and numerical approaches that directly resolve the flood-ebb tidal cycles and energetic waves to simulate the transport processes due to the interaction of waves and currents over complex bathymetry at the river mouth

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