福建地区地震震源深度特征的统计分析

根据福建数字地震台网记录的地震震源深度资料, 统计分析了1998年7月至2008年6月期间福建及邻区M_L≥1.0并有震源深度参数且观测精度为1类地震1431次。 采用0.4°×0.4°网格和以0.2°为滑动步长, 统计了网格内地震的平均深度, 并绘制了平均深度等值线图。 分析结果表明: ① 福建地区地震震源深度总体上呈现东南深、 西北浅的特征, 东南沿海地区平均震源深度大于14 km, 西北地区平均震源深度小于10 km; ② 平均震源深度等值线展布大致呈NE向, 在福建南部地区平均震源深度在沿NE向展布基础上, 还受到NW向断裂控制, 断裂构造通过的地区平均震源深度相对较深; ③ 福建地区地震动力成因与中国大陆其他地区有所不同。     

具有已知深度点的条件下解二度单一密度界面反问题的方法

本文假定密度界面上有若干点的深度为已知,制订了一种迭代方法。它不要求事先经过区域异常和局部异常的划分,而直接利用布格异常求解。此方法假定了一个基准面,但解的结果不依赖于它。本文还探讨了一种加速收敛的方法,提供了用本迭代法计算的若干理论模型及实际例子。试验表明,本方法可在袖珍计算机上实现。     

Changes in the spatial scale of Beijing UHI and urban development

The seasonal and interannual variations of Beijing urban heat island (UHI) are investigated in this paper using the temperature data from 1960 to 2000 at 20 meteorological stations in the Beijing region, and then the relationship between the intensity and spatial scale of UHI and Beijing urbanization indices is analyzed and discussed. Main conclusions are the followings. First, Beijing UHI shows obvious seasonal variations, and it is strongest in winter, next in spring and autumn, and least in summer. The seasonal variation of the UHI mainly occurs in the urban area. The UHI intensity at the center of Beijing is more than 0.8℃ in winter, and only 0.5℃ in summer. Second, the intensity of Beijing HUI exhibits a clear interannual warming trend with its mean growth rate (MGR) being 0.3088℃/10 a. The MGR of HUI is largest in winter, next in spring and autumn, and least in summer, and the urban temperature increase makes a major contribution to the growth of HUI intensity. Third, since the Reform and Opening, the urbanization indices have grown several ten times or even one hundred times, the intensity of HUI has increased dramatically, and its spatial scale also expanded distinctively along with the expansion of urban architectural complexes. Fourth, the interannual variation of urbanization indices is very similar with that of HUI intensity, and their linear correlation coefficients are significant at a more than 0.001 confidence level.     

Nagios在网络管理工作中的应用与探讨

概述了Nagios在网络管理工作中的应用、所取得的效果及部分功能创新,最后对此软件存在的问题进行了讨论。     

Research and Practice on the Crustal Deformation Mobile Monitoring Network Layout in the Hydropower Station Reservoir Area

According to the construction project of the crustal deformation mobile monitoring network in the cascade hydropower stations built in the lower reaches of Jinsha River,this paper analyzes the design ideas and layout principles of crustal deformation mobile monitoring used in the monitoring of reservoir induced earthquakes. This paper introduces three types of monitoring networks used in the Xiluodu reservoir and Xiangjiaba reservoir, as well as the work already undertaken,in order to provide a kind of reference for the related engineering construction and comprehensive monitoring of reservoir induced earthquakes.     

Primary component analysis method and reduction of seismicity parameters

Introduction Data mining (SHAO and YU, 2003) is a new kind of technique developed with database and artificial intelligence in recent years, which processes the data in the database to abstract the im- plied and pre-unknown, but potentially useful information and knowledge from large amounts of incomplete, noisy, blurring and stochastic data. For data mining, data purging is an important link beforehand that includes eliminating noise, making up lost domain, and deleting ineffective data, as…     

Mesozoic-Cenozoic tectonic transition in Kuqa Depression-Tianshan, Northwest China: Evidence from sandstone detrital and geochemical records

Succeeding to multiply collisions of different blocks in Late Paleozoic[1―5], complex intracontinental structural deformation occurred in the Tianshan area during Mesozoic-Cenozoic[6―16], which controlled coeval basin-range evolution and resulted in intensive modi- fication and adjustment of the Paleozoic oil-gas reser- voirs[17―19]. The Kuqa Depression is a secendary struc- tural unit of the Tarim basin, in which Mesozoic- Ce- nozoic deposits occur in thickness of 6000―7000 m. The Kuq…     

北京延庆钠层上边界的平均特性研究

本文对北京延庆(116.0°E,40.5°N)钠荧光激光雷达2018年11月—2019年12月夜间的数据以1 h和1 km的时空分辨率进行了分析.获得了当地钠层上边界可达到的高度范围、其相应的季节变化、夜间演化等：延庆顶部钠层可达到110 km、120 km和130 km的概率分别为99.94%、84.46%和40.34%,由此得出,顶部钠层在大多数情况下可以达到120 km,突破了顶部钠层在105 km(或者110 km)的传统观点;上边界高度范围的季节变化规律为5—6月份最高,2—3月份最低;后半夜顶部钠层密度会有所增加.我们比较了偶发钠层、温度和流星注入与上边界高度范围的相关性,推测出偶发钠层对钠层上边界拓展有很大贡献,流星注入次之,温度影响最低.后半夜流星注入量增多跟此时顶部钠层密度增加有一定的相关性.对顶部钠层能够提高到120 km的这项研究,可以为拓展风温的探测高度提供理论依据.

     

1966年邢台地区大震前小震的"密集-平静"特征及其初步解释

利用邢台地震台网的地震目录资料,研究了邢台地区强震前小震的“密集—平静”特点及其空间分布的立体图像,研究结果表明:(1)1966年3月邢台地区发生的几个6级以上强震前小震均有“密集—平静”现象,但明显程度随时间减小,部分4.5级地震前小震也有‘密集—平静“现象,但因出现在6级以上地震的余震活动背景上,情况比较复杂,相对平静期的长度,密集期中最大地震的震级均与相应主震震级之间有一定关系,一般来讲,主震震级越大,平静期越长,密集期中最大地震震级也越大。(2)3月22日7.2级主震前,小震的“密集—平静”过程在空间上有清晰的物理图像。3月8日6.8级地震发生后,3月20日在其余震区的两个端部中介质强度较弱的南西端首先达到破裂强度,发生一系列中小地震,对应于主震前的密集期。3月21日~22日主震前小震明显减少,是主震前的相对平静期,而且小震有由南西端向北东方向迁移的趋势。显示震区应力场在迅速地改变,应力由南西端向北东端进一步集中,并促使22日在北东端尖端部位失稳而发生6.7级及7.2级主震。3月26日6.2级强震前小震的“密集—平静”过程在空间上也有类似清晰的物理图像。此外,本文对大震前小震的“密集—平静”特点作初步的解释。     

浅基础水平场地砂土液化危害性评价

分析了《建筑抗震设计规范》中砂土液化危害性评价方法的不足,通过确立液化土层在不同震害模式情况下的液化震陷计算值,建立了以震陷值S为指标的浅基础水平场地地基液化危害性评价等级,得到了其评价程序.