The present study aims to simulate two major aspects of wave-mud interaction, i.e. wave height attenuation and mud mass transport, under irregular waves. The rheological constitutive equations of visco-elastic-plastic model (Shibayama et al., 1989) are selected for numerical simulation. The results of the numerical model are compared with the laboratory data of of Zhang and Zhao (1999). It is concluded that the model is capable to predict the phenomena.
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机译：本研究旨在模拟波泥相互作用的两个主要方面，即在不规则波下的波浪高度衰减和泥浆传输。选择粘弹性塑料模型（Shibayama等，1989）的流变组成方程进行数值模拟。将数值模型的结果与Zhang and Shao（1999）的实验室数据进行了比较。结论是该模型能够预测现象。
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