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利用NECP/NCAR提供的逐日再分析资料,对江苏省2011年6月24—25日暴雨从环流形势、云图实况对照水汽通量和水汽通道变化3个方面进行了分析,结果表明前期影响该次暴雨过程的天气系统是西风槽,后期是台风,中期是两者相互作用.通过诊断过程水汽通量散度、垂直速度、散度和垂直螺旋度,发现它们作为25日强降水的预报因子,具有预报先兆性,大约有9~12 h的提前预报量.同时,发现近海台风(米雷)中低层垂直螺旋度由负变正并增加时,未来12 h内易出现强降水,而当中低层垂直螺旋度开始明显减小时,未来12 h内降水会逐渐减小,若减小是由正变负,则降水减弱时间更快,提前量在2 h左右.对于24和25日降水性质的不同,运用K指数加以验证,表明24日主要为多对流性降水,25日对流性减弱,以系统性降水为主. 相似文献
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潘晓川教授的反投影滤波(BPF)新型重建算法介绍 总被引：1，自引：2，他引：1
计算机断面成像(CT)的精确重建方法一直是现代CT成像领域中一个活跃的研究方向。近几年,关于平行束、扇束、锥束CT精确重建的研究取得了一系列重要的突破和创新成果。本文主要介绍了美国芝加哥大学潘晓川教授为首的课题组提出的一类基于反投影卷积(BackprojectionFiltration:BPF)的CT精确重建算法。BPF算法最重要的贡献在于它成功地解决了从沿探测器方向截断的投影数据进行CT精确重建的问题;因此,通过BPF算法能够设计出针对目标的感兴趣区域成像策略,减少成像扫描、重建时间,辐照剂量和散射光子。 相似文献
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季节冻土区光伏支架螺旋桩基的冻胀数值分析研究 总被引：3，自引：1，他引：2
利用有限元软件COMSOL自定义模块功能,将建立的水热力三场顺序耦合模型导入,模拟二维轴对称条件下多种螺旋桩在土体冻结过程中发生的冻拔,并设置光滑桩作对比.在冻深达到桩长全长时,全螺旋小叶片桩具有良好的抗冻拔效果（仅为光滑桩的19.5%）.使用COMSOL内嵌热应力模块,模拟三维条件下螺旋桩抗冻拔过程,并与室内试验结果作对比.结果显示冻深只有桩长一半时,双螺旋小叶片桩明显减少桩体冻拔量.表明：通过数值分析可比选出抗冻拔的最优桩型,对于现场试验的光伏支架螺旋桩型设计提供参考. 相似文献
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首次将PIV技术应用于测试偏心环空幂律流体紊流螺旋流速度场，设计了一套可调偏心度的垂直环空管道实验装置。实验为不同浓度的聚丙烯酰胺水溶液在偏心度分别为40％和80％的垂直环空管道内做螺旋流动的PIV实验。得到了轴向速度影响规律：压力梯度一定时，黏滞性的减小或内管转速的增加将使轴向速度增大；流量一定时，黏滞性的减小或内管转速的增加都将使宽间隙处紊流核心区的轴向速度减小；偏心度的增大可以使紊流核心区轴向速度减小；当其它条件相同时，轴向速度随着压力梯度或流量的增加而增大。PIV实验结果与PHOENICS数模结果吻合良好。证明了PIV技术对幂律流体偏心环空螺旋流速度场进行测试是可行的、有效的。 相似文献
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为研究幂律流体偏心环空螺旋流轴向速度的分布规律,建立了幂律流体的偏心垂直环空螺旋流动实验模型及实验方案。利用PIV系统拍摄各种工况下偏心环空螺旋流场中粒子的图像,对实验数据进行处理分析,确定了幂律流体偏心环空螺旋流轴向速度分布的主要影响因素。着重分析了压力梯度、黏滞性、内管旋转角速度、偏心度这些影响因素对偏心环空宽、窄间隙处轴向速度分布的影响规律,为解决石油工业中相关问题提供了有益的参考。 相似文献
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Feldkamp-type-VOI锥束CT重建算法加速的研究 总被引：1，自引：0，他引：1
本文具体介绍了一种Feldkamp-type感兴趣区域锥束CT重建方法.首先,我们分析了算法的特点:继而利用锥束扫描模式存在的对称性的反投影优化性质进行算法优化;最后,通过Shepp-Logan数值模拟实验显示优化方法可有效提高图像重建的速度且几乎不影响图像质量. 相似文献
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Complex flow processes at river bifurcations and the influence of the layout of a bifurcation make it difficult to predict sediment distribution over the downstream branches in case bedload transport dominates. In one‐dimensional models we need a nodal point relationship that prescribes the distribution of sediment over the downstream branches. We have identified which factors need to be included in such a relationship for the division of bedload transport at bifurcations. Next, irrotational flow theory for idealized geometries has been used to derive a simple physics‐based nodal point relationship that accounts for the effects of helical flow in the situation that a channel takes off under an angle from a straight main channel. This first step towards a complete nodal point relationship is applicable to bedload transport situations if the flow is clearly curved and if there is no pronounced bed topography. The relationship has been tested against data from a unique set of laboratory measurements, numerical data and data from a scale model of the Rhine bifurcation at Pannerden in the Netherlands. We find that the derived model yields a reasonable prediction of the sediment division over the downstream branches, and yields better predictions than the Wang et al. model for the situation considered. Considering the relative complexity and limited accuracy of the nodal point relationship for the effect of helical flow alone, however, we conclude thatderiving a practical physics‐based 1‐D relationship including all relevant processes is not feasible. We therefore recommend 2‐D or 3‐D modelling for all cases in general where morphological evolution depends on the division of bedload transport at bifurcations. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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Abstract In the field of ocean engineering, anchors are used for several purposes. This article studies the behavior of a helical anchor embedded in soft marine clay under vertical repetitive loading. Helical anchors are simple steel shafts to which one or more helical plates are attached at regular intervals. The tests are conducted on a model helical anchor installed in a soft marine clay bed prepared in a test tank. Repetitive loading is applied using a pneumatic loading arrangement. Different cyclic load ratios and time periods are adopted. In each test, after the application of repetitive loading, poststatic‐pullout tests are conducted to observe the effect of repetitive loading on anchor behavior. From the test results, it is found that, up to a cyclic load ratio of 55%, there is no reduction in capacity. Instead, there seems to be a marginal increase in capacity and reduction in displacement. The reasons for this behavior are explained in terms of induced changes in strength and deformation behavior of marine clay under repetitive load. However, at higher cyclic load ratios, there seems to be reduction in pullout capacity of the anchor, and the reason for this is explained in terms of strain criteria. From this investigation, it can be concluded that the deep anchor is more suitable to a marine environment than a shallow anchor. 相似文献