Numerical modeling reveals self-stabilizing wave attenuation in submerged sand engines during recurrent storms, indicating sustained coastal protection via negative morphological feedback.
The Submerged Sand Engine serves multiple structural functions for coastal protection in China, but its resilience under recurrent storms remains unclear. A multi-fraction sediment transport model is developed to investigate its morphological evolution and functional adaptation at the Golden Coast. Under a typical storm, the Submerged Sand Engine induces early wave breaking by regulating nearshore water depth and causes the maximum wave attenuation rate η max of 56%. Meanwhile, the groins are particularly active in local flow reduction and alongshore sediment transport. Under a storm cluster with 15 repetitive storms, the system exhibits rapid morphological adjustment and functional degradation during the early stage of the storm cluster followed by gradual stabilization, indicating a negative feedback mechanism where storm-driven crest erosion weakens subsequent wave-breaking intensity and bed shear stress, thereby decelerating further erosion toward a quasi-equilibrium. Two logarithmic relationships are established, where one is between the normalized cumulative erosion depth ζ and the cumulative storm energy E , and the other is between η max and E . These findings highlight the self-adaptive process of the Submerged Sand Engine that maintains the residual wave-attenuation function of 43% despite substantial morphological evolution, providing predictive tools for engineering management without reliance on in-situ data during storm clusters.
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Kuang et al. (2026) studied this question.
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