Abstract

This research was initiated as design guidance for the extension works of a submerged trapezoidal riprap breakwater protecting the channel towards Huanghua Port in China. Based on flume experiments, the sediment-retaining effect of the breakwater was investigated in two sections under the combined action of currents and waves. We also discussed differences due to two kinds of facing layer—Accropodes and mold bag concrete. Three main observations are provided herein. First, the suspended sediments in front of breakwaters are mainly concentrated in the near-bottom 30% water depth scope and the interface can be seen clearly between the high concentration suspension and the upper clear water. Second, the sediment-retaining ratio of breakwater at −5.7 m isobath position is about 37%–49% and that at −7.3 m isobath position is about 61%–65%. Last, when there are wave breakings in the vicinity of submerged breakwater crest, the facing layers cause some differences of sediment-retaining performances.

Highlights

  • Submerged breakwaters generally refer to breakwaters immersed in water

  • We investigate the effectiveness of the design scheme with fully submerged breakwaters under the combined action of waves and currents by flume experiments, and further discuss another question

  • The sediment retaining rate is a direct reflection of the sediment-retaining effect of submerged breakwater, which is the ratio of sediment concentration difference before and after breakwater to sediment concentration in front of breakwater

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Summary

Introduction

Submerged breakwaters generally refer to breakwaters immersed in water. Broadly speaking, a half-tide breakwater whose crest elevation falls between high and low tidal levels can be called a submerged breakwater [1]. The dissipation of kinetic energy weakens wave intensity, lowers wave height, reduces the overall sediment-carrying capacity of waves, and decreases the total sediment concentration in water These factors positively influence the sediment-retaining effect. Due to the presence of both positive and negative factors, we must consider the characteristics of local hydrodynamic sediment environment in practical engineering to study whether the submerged breakwaters can have a sound sedimentation reduction performance under the combined action of waves and currents. In order to make a favorable choice, this study investigates the effects of two kinds of armor layers on sediment retention

Dynamic Conditions and Sediment Selection
Forms of Submerged Breakwaters
Breakwater-Front and Breakwater-Back Wave Changes
A-1 A-2 B-1 B-2
Findings
Discussion
Conclusions
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