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51.
One of the most important aspects, in the ACS and multi stepped hull design, is the choice of the geometrical shape of the cavity and the steps. In this article a complete experimental and numerical campaign on a multi stepped ACS has been carried out, varying the velocity and the air flow rate under the hull. The experimental tests have been conducted in an ITTC Towing Tank allowing to validate the numerical simulations obtained by means of a CFD U-RANSe (Unesteady Reynolds Averaged Navier-Stokes equations) code. The CFD setup is described in detail. From this campaign a critical analysis of the Froude number influence on the air cushion shape has been argued. The authors identified four different behaviours, from low to very high Froude numbers. The use of CFD has allowed to observe quantities of difficult evaluation by means of traditional experimental test, as e.g. the frictional component of the resistance, the airflow path lines and the volume of fraction in transversal and longitudinal sections. The results have been discussed. 相似文献
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针对传统的最小生成树聚类算法存在使用全局不变阈值确定噪声边,聚类需要用户根据经验确定初始化聚类参数,如“边权值倍数容差”,“边长变化因子”等,聚类不能发现局部噪声的问题,本文提出了一种改进的最小生成树自适应空间点聚类算法。该算法在无需用户输入参数的前提下,克服主观因素的影响,根据最小生成树边长的数理统计特征定义裁剪因子。算法首先从宏观层面对最小生成树进行首轮删枝操作,消除全局环境下的噪声边,进而根据各子树的边长统计情况,自适应设定局部裁剪因子,进行第二轮删枝操作,消除局部环境下的噪声边。最后,采用1个模拟数据和1个实际应用验证算法的有效性,结果表明本文提出的改进算法在无需人为提供经验参数的环境下能够发现任意形状、不同密度的簇,能够准确的识别出空间点中的噪声数据,从而能够实现空间点数据背后隐藏信息的自动挖掘。 相似文献
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The relationship between significant wave height and period, the variability of significant wave period, the spectral peak enhancement factor, and the directional spreading parameter of large deepwater waves around the Korean Peninsula have been investigated using various sources of wave measurement and hindcasting data. For very large waves comparable to design waves, it is recommended to use the average value of the empirical formulas proposed by Shore Protection Manual in 1977 and by Goda in 2003 for the relationship between significant wave height and period. The standard deviation of significant wave periods non-dimensionalized with respect to the mean value for a certain significant wave height varies between 0.04 and 0.21 with a typical value of 0.1 depending upon different regions and different ranges of significant wave heights. The probability density function of the peak enhancement factor is expressed as a lognormal distribution, with its mean value of 2.14, which is somewhat smaller than the value in the North Sea. For relatively large waves, the probability density function of the directional spreading parameter at peak frequency is also expressed as a lognormal distribution. 相似文献
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The paper provides a joint distribution of significant wave height and characteristic surf parameter. The characteristic surf parameter is given by the ratio between the slope of a beach or a structure and the square root of the characteristic wave steepness in deep water defined in terms of the significant wave height and the spectral peak period. The characteristic surf parameter is used to characterize surf zone processes and is relevant for e.g. wave run-up on beaches and coastal structures. The paper presents statistical properties of the wave parameters as well as an example of results corresponding to typical field conditions. 相似文献
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利用非静力中尺度模式MM5V3的模拟资料对"99.6"梅雨锋暴雨过程进行了对流动量输送(CMT)和视热源视水汽汇分析。CMT诊断分析表明,水平动量残差在切变低涡发展的不同阶段的作用是不同的,在中尺度低涡发生初期对流层低层动量残差X主要是加速西南气流的北上;在对流层中层动量残差在槽后加速冷空气南下,在槽前加速西南暖湿气流北上,非常有利于东亚大槽的发展。在低涡切变线强烈发展时,850hPa的X方向与发生阶段相反,此时西南气流受到了强烈的减速作用,同时500hPa东亚大槽的前部和后部出现了减速气流的动量残差,槽后冷空气和槽前的暖湿气流都已经受到减速作用,此后低涡切变线逐渐衰减。低涡切变线发展到最强的阶段,强X矢量几乎总是与强烈上升运动区相对应,能量转换E的水平分布表明,大尺度系统与中尺度系统之间的能量转换非常复杂,并不是简单的能量串级过程,但能量主要是从大尺度向次网格尺度转换。200hPa动能转换E的带状分布非常清楚,E的正负大值中心分布在高空急流的2侧,表明高空急流在能量转换的过程中起到非常重要的作用。视热源和视水汽汇的诊断分析显示,强凝结潜热的释放与低涡的发展相伴随,但视热源只与β中尺度系统有明显的对应关系,视水汽汇有和视热源非常相似的分布特征。 相似文献
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R.H. MAT SUKI R.BAKER ①Lecturer Dept. of Civ. Struct. Engrg. Univ.Kebangsaan M''''sia Bangi Malaysia ②Lecturer Dept. of Civ. Engrg. University of Salford. MWT England. 《国际泥沙研究》1991,(2)
The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach. 相似文献