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BREAKWATER MORPHOLOGICAL MODELLING: PREDICTING EQUILIBRIUM MORPHOLOGIES USING ENTROPY BASED TECHNIQUES

机译:BREAKWATER形态学模型:使用基于熵的技术预测平衡态形态

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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:为了设计适合海滩保护的防波堤,需要进行形态学建模。该模型可用于确定不同结构的有效性以及在形成稳定的平衡形态时沙可能移动到的位置。当前使用的大多数形态学模型都是基于时间步长的。它们涉及波浪,水流,泥沙输送和泥沙平衡模块之间的相互作用。泥沙在短时间内被运输,之后模块被更新,沉积物的运输计算又重新开始。本文提出了一种新的方法,该方法避免了时间步长的需要。根据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传输。使用全局优化技术修改形态。这种新方法能够预测独立海岸平行防波堤的背风中的泥沙沉积情况。

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