Narrow gap resonances ubiquitously presenting in coastal and offshore engineering domain may provoke unexpected structure damages and threaten operation safety, especially those occurring between floating bodies and vertical walls. While most of the existing studies assume a flat bottom, effects of the real-world sloping bottom are still unclarified and may probably change gap resonance behavior. By combining the advantages of CFD based model and modified potential flow model, this study focuses on variations of gap resonance height with the presence of a sloping bottom and the capacity of potential flow model with artificial damping method in predicting resonant patterns. For the incident wave heights from minimal ones to relatively larger ones, empirical relationship between gap resonance amplitude and incident wave amplitude is re-examined and found to be similar to that obtained from a flat bottom but with geometry-specific parameters. The potential flow model is interestingly revealed to possibly perform even better in dealing with larger incident wave amplitude and steeper bottom slope once the damping term is well-tuned. Origin of the better performance is qualitatively found to be related to the turbulence patterns inside the fluid domain beneath the narrow gap.
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