Analyses of the tidal data of 19 years

In this paper, tidal data of 19 years were analysed to obtain the harmonic constants of 472 constituents; yearly variations of the harmonic constants of some constituents for 19 years were also examined.We have also derived the formulae of response analysis by using another approach, and calculated 161 response weights of astronomical tides, solar radiational tides and nonlinear tides for 10 stations. Some significant results were obtained.     

关于电离层A-H公式的推广

从简化的电子运动方程出发,通过电子等效碰撞频率的修正因子依赖于介质电导率张量的假设,推导出弱电离气体折射指数的一个初等函数推广表达式。其结果与sen-Wyller公式近似,计算则简单得多。     

夏季逐月500hPa高度场与我国降水的关系分析

本文使用1951～1985年的资料,用相关分析与回归分析研究了夏季逐月500hPa高度场与我国降水的关系,结果表明,它们存在着显著的相关关系,较强的相关区在东半球我国地区上空.其次,与此相关区位置相差约180度的西半球也有一强相关区,强度较东半球的弱.本文提出诊断强回归因子区的方法,它们出现地区与强相关区相同但范围缩小.在我国,可预报性较强的表现地区随月份有所不同.6月主要表现在黄河流域地区,7、8月在长江流域地区,无论是相关关系还是回归关系表现有较好的稳定性.     

中国近海海面地形的计算与研究

介绍了海面地形的研究现状,并根据几何水准求得了中国近海的海平面倾斜及其精度.给出应用水文资料计算中国近海海面地形的公式及其计算结果.探讨了由球函数模型计算中国近海海面地形的理论和方法,并对不同方法进行了比较,得出了一些有益的结论.     

基于CEI的飞船交会对接远程导引段的轨道确定方案

探讨了CEI技术在飞船交会对接远程导引段的高精度定轨与实时监控的能力。仿真结果表明:精密定轨中采用可视弧段较长的单站可使相对位置精度达百米以内,速度达厘米/秒级。采用单一绝对扩展卡尔曼滤波器的方案进行实时轨道计算,采用滤波稳定后固定模糊度的方法可以使相对轨道位置精度达十米级,速度精度达厘米/秒级,事后及实时的轨道精度均满足远程导引段的精度指标。     

丝阵Z箍缩早期消融等离子体动力学的二维数值模拟研究

采用理想磁流体力学模型,给出合理的二维(r, θ)质量注入边界条件,对丝阵Z箍缩早期消融等离子体的动力学过程进行了二维(r, θ)数值模拟研究,得到消融等离子体各参量以及磁场的二维时空分布.模拟结果表明,消融等离子体的运动包括四个主要阶段:首先向轴漂移,然后在轴线处滞止并形成先驱等离子体柱,随后先驱等离子体柱被压缩,最后缓慢膨胀.计算了不同丝阵半径和丝间距情况下消融等离子体到轴速度以及消融质量占丝阵总质量的份额,它们的变化规律与实验结果基本符合.通过     

一次连续性大暴雨成因及雷达回波特征分析

对１９９８年６月中旬发生在福建省北部地区的连续性大暴雨过程环流特征、影响系统、特殊地形条件作用,中尺度回波系统活动及小尺度强核回波对降水强度的贡献进行了综合分析,力求从雷达回波演变特征找出规律,以提高其短时预报能力。     

The first peak ground motion attenuation relationships for North of Vietnam

The first attenuation relationships of peak ground acceleration (PGA) and peak ground velocity (PGV) for northern Vietnam are obtained in this study. Ground motion data are collected by a portable broadband seismic network in northern Vietnam as a part of cooperation between the Institute of Geophysics, Vietnamese Academy of Science and Technology, Vietnam and Institute of Earth Sciences, Academia Sinica, Taiwan. The database comprises a total of 330 amplitude records by 14 broadband stations from 53 shallow earthquakes, which were occurred in and around northern Vietnam in the period between 01/2006 and 12/2009. These earthquakes are of local magnitudes between 1.6 and 4.6, focal depths less than 30 km, and epicentral distances less than 500 km. The new attenuation relationships for PGA and PGV are:

log₁₀(PGA)=-0.987+0.7521M_L-log₁₀(R)-0.00475R,     

Experimental Investigation on the Basic Law of Hydraulic Fracturing After Water Pressure Control Blasting

Because of the advantages of integrating water pressure blasting and hydraulic fracturing, the use of hydraulic fracturing after water pressure control blasting is a method that is used to fully transform the structure of a coal-rock mass by increasing the number and range of hydraulic cracks. An experiment to study hydraulic fracturing after water pressure blasting on cement mortar samples (300 × 300 × 300 mm³) was conducted using a large-sized true triaxial hydraulic fracturing experimental system. A traditional hydraulic fracturing experiment was also performed for comparison. The experimental results show that water pressure blasting produces many blasting cracks, and follow-up hydraulic fracturing forces blasting cracks to propagate further and to form numerous multidirectional hydraulic cracks. Four macroscopic main hydraulic cracks in total were noted along the borehole axial and radial directions on the sample surfaces. Axial and radial main failure planes induced by macroscopic main hydraulic cracks split the sample into three big parts. Meanwhile, numerous local hydraulic cracks were formed on the main failure planes, in different directions and of different types. Local hydraulic cracks are mainly of three types: local hydraulic crack bands, local branched hydraulic cracks, and axial layered cracks. Because local hydraulic cracks produce multiple local layered failure planes and lamellar ruptures inside the sample, the integrity of the sample decreases greatly. The formation and propagation process of many multidirectional hydraulic cracks is affected by a combination of water pressure blasting, water pressure of fracturing, and the stress field of the surrounding rock. To a certain degree, the stress field of surrounding rock guides the formation and propagation process of the blasting crack and the follow-up hydraulic crack. Following hydraulic fracturing that has been conducted after water pressure blasting, the integrity of the sample is found to be far lower than after traditional hydraulic fracturing; moreover, both the water injection volume and water injection pressure for hydraulic fracturing after water pressure blasting are much higher than they are for traditional hydraulic fracturing.     

浅析SPD在住宅小区供电系统中的应用

通过电涌保护器(SPD)在某住宅小区经受雷击考验的案例,依据<建筑物防雷设计规范>要求,总结了住宅小区浪涌保护器的设置依据与方法.对于独立低压电源埋地电缆进入住宅楼的配电方式,只需在住宅楼房总配电箱安装一级SPD,不必要在每个单元或总电源处低压侧再安装SPD;对于架空低压线路配电方式,需要加大选定SPD的标称放电电流或冲击通流容量即可.从住宅人身安全考虑,住宅楼还应设置等电位接地端子,特别是洗浴卫生间必须设置局部等电位接地端子.