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Variation of the Drag Coefficient Investigated Using Tower-Based Long Period Measurements: Condition with Following and Cross Swell

机译:使用基于塔的长期测量研究的阻力系数的变化:有跟随和交叉膨胀的条件

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The drag coefficient C_D is generally expressed as functions only ofwind speed U_(10). However, there exists considerable disagreementamong the observed values of C_D. In this study, we investigate thevariation of C_D, by use of data sets including directional wave spectraldata in long period measurements. Wind and wave data observed at acoastal tower operated by Shirahama Oceanographic Observatory ofDisaster Prevention Research Institute, Kyoto University, Japan,together with data sets observed by Suzuki et al. (2002) are used. Thedirectional wave spectra were separated into four different groups: thefollowing and cross swell cases, mixed swell case and pure wind-wavecase. The data set was also shown as variation in wind speed regionshigher than 20 m/s on the C_D-U_(10) diagram. It is shown that the variationhas effects of natural fluctuation of wind. We have also analyzedobserved C_D values using the windsea Reynolds number RB proposedby Toba et al. (2006). In the following swell cases, C_D values areslightly smaller. In the cross swell cases, when difference of directionbetween the wind and waves is larger than 70 degree, C_D has largervalues. However C_D has similar values with the following swell cases,when smaller than 70 degree.
机译:阻力系数C_D通常仅表示为 风速U_(10)。但是,存在相当大的分歧 在C_D的观测值中。在这项研究中,我们调查了 C_D的变化,通过使用包括定向波谱的数据集 长期测量中的数据。观测到的风浪数据 日本白滨海洋观测台运营的沿海塔楼 日本京都大学防灾研究所, 以及Suzuki等人观察到的数据集。 (2002)被使用。这 定向波谱分为四个不同的组: 跟随和交叉浪涌情况,混合浪涌情况和纯风浪 案子。数据集还显示为风速区域中的变化 高于C_D-U_(10)图上的20 m / s。结果表明,变化 具有自然风的影响。我们还分析了 建议使用风海雷诺数RB观测C_D值 由Toba等人撰写。 (2006)。在以下膨胀情况下,C_D值为 稍微小一点。在交叉膨胀情况下,当方向不同时 风浪之间大于70度,C_D较大 价值观。但是,在以下膨胀情况下,C_D具有相似的值, 当小于70度时。

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