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BREAKWATER MORPHOLOGICAL MODELLING: PREDICTING EQUILIBRIUM MORPHOLOGIES USING ENTROPY BASED TECHNIQUES

机译:防堤形态学模型:采用基于熵的技术预测均衡形态

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In order to design suitable breakwaters for beach protection, morphological modelling is required. This modelling can be utilised to determine the effectiveness of different structures and the position that sand is likely to move to when a stable, equilibrium morphology develops. The majority of morphological models currently used are time-step based. They involve the interaction of wave, current, sediment transport and sediment balance modules. Sediment is transported over a small amount of time, after which the modules are updated and sediment transport calculations begin again. In this paper a new method is put forward, where the need to time step is avoided. Different morphologies are compared directly, based on an objective function, where morphologies closer to the desired equilibrium have a smaller net sediment transport. Morphologies are modified using global optimisation techniques. This new method is able to predict sediment deposition in the lee of detached shore parallel breakwaters.
机译:为了为海滩保护设计合适的防波堤,需要形态学建模。该建模可用于确定不同结构的有效性和砂可能移动到稳定的平衡形态的位置。目前使用的大多数形态模型是基于时间阶段的。它们涉及波,电流,沉积物运输和沉积物平衡模块的相互作用。沉积物在少量时间内运输,之后更新模块,并重新开始沉积物运输计算。在本文中,提出了一种新方法,其中避免了需要时间步长。基于目标函数直接比较不同的形态,其中更接近所需平衡的形态具有较小的净沉积物运输。使用全局优化技术修改形态。这种新方法能够预测分离的岸平行防波堤的李中的沉积物沉积。

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