郑州市两次不同背景下特大暴雨诊断分析

利用NCEP资料,根据降水实况分布及各物理量分层平面分布,每隔6 h对特大暴雨中心区所在经、纬向带各物理量场作经、纬向垂直剖面图,结合高空观测图对郑州市两次特大暴雨发生的大环流形势场、触发特大暴雨发生的各物理量场进行诊断分析。结果表明:1)连续性特大暴雨区出现在低空急流轴的前方,一方面是由于低空急流前方水平辐合较强,另一方面低空急流对暖湿空气的输送,使大气不稳定度加强;局地短时性特大暴雨过程主要是冷空气侵入使冷暖湿空气团在郑州上空交汇,其对流不稳定能量释放所致。2)辐合线对暖湿空气的抬升运动起到动力加强作用,是触发中尺度雨团的根源,也是特大暴雨产生的根源。3)连续性暴雨发生、发展时,高空的反气旋起主导作用;局地短时性暴雨发生时,中低空的气旋辐合起主导作用。4)短时性特大暴雨天气,前期有较强的不稳定层结;连续性暴雨天气刚发生时,其前期存在较强的不稳定层结,在暴雨连续发生过程中不一定有强不稳定层结。5)连续性暴雨需要较强的水汽输送带,局地短时性暴雨不要求有明显的水汽输送。     

F-K分析在上海地震台阵建设中的应用

利用F K分析处理地震台阵数据 ,进行地震波场分析 ,按频率分量、速度矢量来分解几乎同时到达台阵的信号 ,识别不同慢度的波 ,有助于地震波类型鉴别研究 .主要讨论了F K分析具体实现的方法和如何应用于上海地震台阵的选址与建设     

ESF中一种重要新波模的探讨

本文从计入离子-中性粒子碰撞频率Vin效应的等离子体二流体方程组出发,导出统一描述ESF小尺度和中小尺度区域现象的二维静电模型.对模型方程进行了详细的线性波理论分析.结果表明,晚间赤道F层可存在正能波和负能波;Vin效应的影响是否重要依赖于波数和离子梯度漂移速度u_d乘积的大小.在小尺度区域,Vin影响较小,本文模型将变成我们已提出的小尺度无碰撞模型;而在中小尺度区域,Vin效应很重要,本文模型将得到著名的Rayleigh-Taylor不稳定性结果,Vin项对波的影响可以是致稳作用也可能是失稳作用,RT不稳定性波模对应于负能波分支.     

基于MSP430F135的货车防盗报警系统设计

针对当前铁路运营的实际情况,设计并实现了基于MSP430F13x系列单片机的货车防盗报警系统.详细介绍了系统的原理和软、硬件设计.系统在货车遭遇破封的情况下触发报警器,并将报警信息以无线电信号发射出去.接收机接收报警信息并将其在LCD上显示出来,以便民警即时处理.经实际应用证明系统性能良好.     

过渡季节(6—7月)澳大利亚冷高压对赤道辐合带形成的影响

应用车贝雪夫多项式分析过渡季节(6—7月)澳大利亚冷高压与赤道辐合带的关系,得出了对赤道辐合带北移的主要形势以及过程演变特征,最后用合成方法得到它的演变概念模式,为赤道辐合带的北移影响西太平洋及南海地区提供了中期预报的依据。     

Vorticity budget study on the seasonal upper circulation in the northern South China Sea from altimetry data and a numerical model

Based on the EOF analyses of Absolute Dynamic Topography satellite data,it is found that,in summer,the northern South China Sea(SCS) is dominated by an anticyclonic gyre whilst by a cyclonic one in winter.A connected single-layer and two-layer model is employed here to investigate the dynamic mechanism of the circulation in the northern SCS.Numerical experiments show that the nonlinear term,the pressure torque and the planetary vorticity advection play important roles in the circulation of the northern SCS,whilst the contribution by seasonal wind stress curl is local and limited.Only a small part of the Kuroshio water intrudes into the SCS,it then induces a positive vorticity band extending southwestward from the west of the Luzon Strait(LS) and a negative vorticity band along the 200 m isobath of the northern basin.The positive vorticity field induced by the local summer wind stress curl is weaker than that induced in winter in the northern SCS.Besides the Kuroshio intrusion and monsoon,the water transports via the Sunda Shelf and the Sibutu Passage are also important to the circulation in the northern SCS,and the induced vorticity field in summer is almost contrary to that in winter.The strength variations of these three key factors(Kuroshio,monsoon and the water transports via the Sunda Shelf and the Sibutu Passage) determine the seasonal variations of the vorticity and eddy fields in the northern SCS.As for the water exchange via the LS,the Kuroshio intrusion brings about a net inflow into the SCS,and the monsoon has a less effect,whilst the water transports via the Sunda Shelf and the Sibutu Passage are the most important influencing factors,thus,the water exchange of the SCS with the Pacific via the LS changes dramatically from an outflow of the SCS in summer to an inflow into the SCS in winter.     

Application of X-ray computed tomography for analyzing cleat spacing and cleat aperture in coal samples

New techniques to determine distributions of cleat aperture, cleat orientation and cleat spacing from CT scans have been developed. For cleat orientation and spacing distributions, two different coal blocks were scanned. The CT scans have been analyzed for the three orthogonal directions. Histograms of the cleat orientations are bimodal, expressing the typical cleat texture of face and butt cleats and bedding perpendicular relaxation fractures. Deviations up to 20° from the peak values in the cleat orientation distributions were used as input for automated image analysis of cleat spacing. Distributions of the cleat spacing measurements are related to the face and butt cleat directions. The term “relevant cleat length” is introduced as a measure to extract the amount of cleat length involved with the cleat spacing measurements. The ratio ranges from 0.03 to 0.38 and expresses the difference in cleat texture in both samples. Cleat spacing versus relevant cleat length shows sample specific patterns for face cleat, butt cleat and bedding. To describe cleat aperture quantitatively, peak height and missing attenuation have been used. The image of a cleat was seen as a convolution of a rectangular fracture profile with a Gaussian point spread function.