多孔栅模拟大型海流涡轮阵列分布阻力方法的实验验证

D.S. Coles, L.S. Blunden, A.S. Bahaj
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引用次数: 9

摘要

海流能量转换可以从资源丰富的地点提供重要的电力。然而,由于目前还没有大型海流涡轮阵列,因此模拟能量提取的方法的验证依赖于按比例缩小的实验室实验。我们展示了一项实验的结果,该实验使用跨越循环水槽宽度的多孔栅栏来模拟大型,规则,多排海流涡轮阵列的流动。为了验证分布式阻力方法中参数化阵列阻力的方法,获得了栅栏阻力、自由表面高程下降和速度分布的测量结果,该方法通常在区域尺度模型中实现。通过改变栅极间距,研究了阵列密度的影响。采用了两种不同的流入条件;第一个实验使用自然状态下的水槽,而第二个实验则在水槽上使用粗糙带,以显著提高环境湍流强度,使其达到与潮汐点记录的强度相似的水平。对于实际的阵列密度(<0.07),在两种流入条件下,有效阵列阻力系数的深度平均公式与实验结果的10%一致。分布阻力方法的有效性取决于多孔隔板之间的纵向排距和环境湍流强度,这两个特征决定了每个多孔隔板下游的尾流恢复水平。最后,力平衡分析量化了由于多孔栅栏阵列的存在而导致的床上阻力的变化。在气流中加入阵列后,床层阻力系数增加了95%,占增加的床层和阵列总阻力系数的20%。研究结果对区域尺度的流体动力学建模具有重要意义,其中阵列布局以及湍流强度和床层剖面等场地特定特征决定了分布式阻力方法模拟能量提取的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental validation of the distributed drag method for simulating large marine current turbine arrays using porous fences

Marine current energy conversion can provide significant electrical power from resource-rich sites. However since no large marine current turbine arrays currently exist, validation of methods for simulating energy extraction relies upon scaled down laboratory experiments. We present results from an experiment using porous fences spanning the width of a recirculating flume to simulate flow through large, regular, multi-row marine current turbine arrays. Measurements of fence drag, free surface elevation drop and velocity distribution were obtained to validate a method for parameterising array drag in the distributed drag approach, which is typically implemented in regional scale models. The effect of array density was also investigated by varying the spacing between fences. Two different inflow conditions were used; the first used the flume bed in its natural state, whilst the second used roughness strips on the flume bed to significantly enhance ambient turbulence intensity to levels similar to those recorded at tidal sites. For realistic array densities (<0.07), a depth averaged formulation of effective array drag coefficient agreed within 10% of that derived from experimental results for both inflow conditions. The validity of the distributed drag approach was shown to be dependent on longitudinal row spacing between porous fences and ambient turbulence intensity, two features that determine the level of wake recovery downstream of each porous fence. Finally a force balance analysis quantified the change in bed drag as a result of the presence of porous fence arrays. Adding arrays to the flow gave an increase in bed drag coefficient of up to 95% which was 20% of the total added bed and array drag coefficient. Results have implications for regional scale hydrodynamic modelling, where array layout along with site specific characteristics such as turbulence intensity and bed profile determine the validity of the distributed drag approach for simulating energy extraction.

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