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Power peaks against installed capacity in tidal stream energy

机译:功率峰值与潮汐流能的装机容量有关

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Owing to the natural variability of tidal flow, the curve of available power against time at the site of a tidal stream plant is typically spiky. This means that, for the power peaks to be fully exploited, the installed capacity of the plant would have to be large relative to its mean power output. In practice, a balance should be struck between the percentage of the total resource that is exploited and the installed power (and installation cost) of the plant. The purpose of this study is to examine this problematic through a case study: a tidal stream plant proposed for Ria de Ortigueira, a large estuary in north-west Spain with a tidal range of 4.5 m. A numerical model of the estuary hydrodynamics is implemented, calibrated and successfully validated using field data. The model is used to determine the tidal flow patterns. The question of the installed capacity is examined for the two areas with the greatest potential as tidal stream sites. It is shown that the nominal power that is required can be greatly reduced by relinquishing the peaks of the power curve, with only a slight reduction in the energy output.
机译:由于潮汐流的自然变化性,潮汐流电厂现场的可用功率随时间变化的曲线通常很尖峰。这意味着,要充分利用功率峰值,工厂的装机容量必须相对于其平均功率输出大。在实践中,应在已利用的总资源的百分比与工厂的装机功率(和安装成本)之间取得平衡。这项研究的目的是通过一个案例研究来解决这个问题:为西班牙西北部的一个大河口Ria de Ortigueira提议的潮汐流工厂,潮汐范围为4.5 m。利用现场数据对河口水动力学数值模型进行了校准和成功验证。该模型用于确定潮汐流型。对于潮汐流场潜力最大的两个地区,研究了装机容量问题。结果表明,通过放弃功率曲线的峰值,可以大大降低所需的标称功率,而只是略微降低了能量输出。

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