Characteristics of Transforming Waves Breaking Over a Fringing Reef

Fuxian Gong, M. Dhanak
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Abstract

Direct numerical simulation (DNS), based on solution of the Navier Stokes equations, is used to study the characteristics of the transformation of monochromatic waves over a simplified fringing reef, including wave shoaling, and wave breaking that occurs under certain circumstances. The reef geometry involves a sloped plane beach extended with a simple submerged horizontal reef flat. The characteristics are studied for several case studies involving a selection of submergence depths on the reef flat and for a range of incident wave conditions, corresponding to nonbreaking, a spilling breaker and a plunging breaker, are considered. The results are compared with those of laboratory experiments (Kouvaras and Dhanak, 2018). Consistent with other studies, generation of harmonics of the fundamental wave frequency is found to accompany the wave transformation over the reef and the process of transfer of energy through wave breaking. The energy flux decreases dramatically in the onshore direction when the waves break. The more severe the wave breaking process, the greater the decrease in energy flux, particularly in the wave shoaling process. Most of the wave energy is carried by the first harmonic throughout its passage over the fringing reef. In nonbreaking waves, the energy gradually transfers from the first harmonic to the second harmonic due to bottom effects in terms of flat wave troughs and secondary waves. The further the distance away from the fore edge of the reef, the larger the percentage of the transmission, resulting in a single dominant harmonic frequency at the end of the wave surfing zone. For breaking waves, the energy carried by the first harmonic gradually decreases in the onshore direction. Energy transmission between harmonics is not as efficient as nonbreaking waves, while wave dissipation is significant in the wave breaking process.
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转换波在边缘礁上破碎的特征
基于Navier Stokes方程的直接数值模拟(DNS),研究了单色波在简化边缘礁上的变换特性,包括在一定情况下发生的波浪浅滩和破波。珊瑚礁的几何形状包括一个倾斜的平面海滩,延伸到一个简单的淹没水平礁平面。研究了几个案例研究的特征,包括选择暗礁平面上的淹没深度和一系列入射波条件,对应于非破碎,溢出破碎和俯冲破碎,被考虑。将结果与实验室实验结果进行比较(Kouvaras和Dhanak, 2018)。与其他研究一致,发现波浪在礁石上的变换和波浪破碎传递能量的过程中伴随着基波频率谐波的产生。当波浪破裂时,陆上方向的能量通量急剧减少。波浪破碎过程越剧烈,能量通量的减少越大,特别是在波浪浅化过程中。波浪的大部分能量是由一阶谐波在它穿过边缘礁石的整个过程中携带的。在非破波中,由于平坦波谷和二次波的底效应,能量逐渐从一次谐波转移到二次谐波。距离礁石前缘越远,传输的百分比越大,导致波浪冲浪区末端的单一主导谐波频率。对于破碎波,一次谐波所携带的能量在陆上方向上逐渐减小。谐波间的能量传输效率不如非破波,而破波过程中波的耗散很重要。
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