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Numerical model simulations for optimisation of tidal lagoon schemes

机译:潮汐泻湖方案优化的数值模拟模拟

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摘要

This study considers environmental impacts and the power production potential of a number of coastally attached tidal lagoons, proposed along the North Wales coast, UK. Initially, the impoundment shape, turbine and sluice gate locations were modified according to the regional bathymetric data. A refined 0-Dimensional approach was implemented to optimise the lagoon operation, based on given turbine and sluice gate specifications. In turn, a two-dimensional numerical model, based on an unstructured triangular mesh, has been refined to simulate the hydrodynamic processes, initially without and subsequently in the presence of the lagoons. The hydrodynamic model adopts a TVD finite volume method to solve the 2D shallow water equations, based on a second-order accurate spatial and temporal numerical scheme. An encouraging performance is apparent in reproducing the established conditions encountered in the region through comparisons against available data. The incorporation of tidal lagoons in the model appears to have a considerable effect on the flow structure in the region, by inducing high velocity accelerations near the sluices and turbines, depending on the stage of the tidal cycle. Considering a two-way generation regime, it is outlined that the loss of intertidal regions can be minimised, which is a major source of concern with regards to the environmental impact of such schemes through an ebb-generation operation. Particular focus is directed towards the comparisons between the 0-D and 2-D modelling results, an aspect which has not been reported previously. Predictions of the models diverge as the scale of the lagoon project increases, but it is highlighted that the 0-D methodology can be utilised for the optimisation of the processes in the initial stages of design before proceeding to more sophisticated numerical model simulations.
机译:这项研究考虑了英国北威尔士沿岸提议的许多沿海附着潮汐泻湖的环境影响和发电潜力。最初,根据区域测深数据修改了蓄水库的形状,涡轮机和水闸的位置。根据给定的涡轮机和水闸规格,采用了改进的0维方法来优化泻湖的运行。反过来,基于非结构化三角形网格的二维数值模型已经得到改进,以模拟水动力过程,最初没有泻湖,后来有泻湖。流体力学模型基于二阶精确的时空数值方案,采用TVD有限体积法求解二维浅水方程。通过与现有数据进行比较,在再现该地区遇到的既定条件方面,表现令人鼓舞。根据潮汐循环的阶段,通过在闸门和涡轮机附近引起高速加速度,在模型中纳入潮汐泻湖似乎对该地区的流动结构具有相当大的影响。考虑到双向发电方式,概述了潮间带的损失可以最小化,这是通过潮汐发电对这种方案的环境影响的主要关注来源。特别关注的是0-D和2D建模结果之间的比较,这是以前未曾报道过的一个方面。随着泻湖项目规模的增加,对模型的预测也有所不同,但是需要强调的是,在进行更复杂的数值模型仿真之前,可以将0-D方法用于设计初期的过程优化。

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